HomeMy WebLinkAbout1790 Ellington Road (3) 14(
TOWN OF SOUTH WINDSOR, CONNECTICU ., ��
PLANNING AND ZONING COMMISSION . waft,,
APPLICATION FORM
App. No. D�
Date Received: 1 IMPORTANT!
Action O - y= Planning and Engineeri Dej:499bnV
require 14 days to det� a i
Receipt No. 1. ce pt of
P completeness. To ensure receipt of �
complete application by PZC, it is strongly
recommended that the application be submitted
14 days prior to the Regular Meeting at which
it will be received.
APPLICANT: Wapping Ccxrmunity Church
ADDRESS: 1790 Ellington Road TELEPHONE: 644_Oq-
OWNER OF RECORD ON LAND RECORDS: Same
ADDRESS:
COMPLETE LOCATION OF PROPERTY: 1790 Elling�ton Road: At "5 Cornp-r,,
intersection between Sullivan Ave. & Ellington Rd. ZONE RR
NAME, ADDRESS & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD BE
DIRECTED:
Earle H. Smith Jr. Chairman Building Committee
Same address as above gcmP TELEPHONE:r,4,dR91_
THIS APPLICATION IS FOR: (Check one of the following)
1. Zone Change to (public hearing required)
2. Subdivision
3 . Open Space Subdivision (public hearing required)
4. hesubdivision (public hearing required)
5. Special Exception to Article (public hearing required)
X 6. Site Plan of Development
7. Earth Filling (Section 10) and/or Earth Removal (Section 9)
(public hearing required)
8. General Plan of Development
9 . Regulation Amendment: Zoning Subdivision
10. Other (explain in detail)
THIS APPLICATION MUST BE SIGNED BY THE APPLICANT AND OWNER OF THE PROPERTY
AND SUBMITTED IN TRIPLICATE WITH SIX SETS OF THE MAPS (7 if public hearing
is required) AND ,)OTHER DOCUMENTS (see page 2)
Applicant Earle h. &nithl Jr. Owner Selena Blackwell
Chairman of Building Committee Church President
1/14/87 (see reverse side)
TOWN OF SOUTH WINDSOR, CONNECTICUT
PLANNING AND ZONING COMMISSION
APPLICATION FORM
This application is complete and ready for Planning & Zoning Commission
receipt only upon submission of all required documentation, including,
but not necessarily limited to, the following items. Not all items are
required with every application. See applicable sections of the South
Windsor zoning and subdivision regulations for specific requirements.
APPLICATION CHECKLIST
X 1. Key Map
X, 2. Architectural Elevations/Floor Plans
�C 3. Completed application form (in triplicate)
4. Required fees
5. Zone Change Site Plan Subdivision, Open Space Improve-
ment, and/or eneral Plan of Development maps, in accordance
with regulations. (Six sets - seven if public hearing required)
_x 6. Plans & Profiles/Drainage Calculations
�. 7. Conservation Plan
8. Landscaping Plan
9 . Traffic Engineering r+
10 . Narrative Statement
11. Sanitary Report
12. Copy of agreement to purchase land (if not the owner)
13. Other
ALL PROSPECTIVE APPLICANTS ARE URGED TO CONFER WITH TOWN PLANNING
DEPARTMENT AND ENGINEERING BUREAU STAFF PRIOR TO SUBMISSION OF ANY
APPLICATION TO THE COMMISSION.
CONSULT PLANNING DEPARTMENT FOR FEE SCHEDULE.
1/14/87
CHECKLIST
REQUIRED INFORMATION
SITE PLANS
This checklist must be signed by plan preparer (P.E. /L.S . ) declaring
that all required information is provided . Items 1-7 are required
for all applications ; items 8-11 required where appropriate.
Check mark for each item supplies .
✓_ 1 . On each sheet for plans or maps, title block with the
following information :
a. Name , address and telephone of applicant .
b. Name , address and telephone number of Land Surveyor
or Professional Engineer .
C. Name of Development .
d. Date when drawings were made.
2. Key Map : An overall map drawn to a scale of 1 inch
equals 200 feet, which can be used as an overlay on
Metropolitan District Maps . This map will show the
overall design of the Development and surrounding
property within 500 feet.
a. Data block which gives needed zoning information
such as percentage of lot coverage, acreage of
tract, number of apartment units, parking
requirements , etc.
✓ b . Layout of buildings
✓ C. Layout of streets and parking .
d . Lines indicating proposed drainage system with
direction arrows.
e. Lines indicating sanitary sewer system with
direction arrows.
f . Names of surrounding property owners .
—NA g . Proposed open spaces and recreation areas.
h. Driveway cuts on surrounding properties .
3. Architectural Elevations : Plans of the proposed
buildings drawn to a scale of 1/8" = 1 ' - 0" showing
the elevations of all sides of the proposed buildings
in sufficient detail to show architectural styling .
✓ Architect ' s seal on elevations for buildings in excess
of 5000 square feet (per CGS Chapter 390) .
Page 2 (Site Plans)
CSvfZv�Y LAyOVT P[-AHS?
✓ 4 . Plot Plan: A layout map of the proposed site drawn to
a scale of 1 inch equals 40 feet on either of the
following size sheets: ( 1) 24" X 36" with a 3/4" ruled
margin ; (2) 18" X 24" with a 1/2" ruled margin ,
containing the following data:
a. Distance and bearings of all boundary lines and
acreage of site. Iron pins required at all
property angle points and shown on map.
Je*I Ve s
✓ b. Proposed s - ee 5 tree ts ___ LL ter
st-"*""'s- -Irv®-4,aZ-a-t and parking spaces .
✓ C. Building lines in accordance with zoning
regulations.
✓ d. Proposed buildings and other structures, including
signs, outside lighting, and dumpsters (on concrete
pad and screened) 500 f,4AP4
✓ e. Easements, noting grantors , grantees , and purpose.
✓ f. Names of abutting property owners .
g . Monuments will be indicated at corners and angles
of all streets and at all points of curvature and
tangency. In areas accessible to Metropolitan
District Commission points , or other coordinated
points, the monumented points within proposed site
shall be coordinated . These coordinates shall
appear in tabular form on the plot plan. The
accessibility of these MDC points shall be
determined by the Town Engineer.
N A h. All open space or other common or public land uses
shall be indicated .
✓ i. A-2 certification ; P .E. /L.S . Seal .
V/ 5. Topographic Map : A map drawn to a scale of 1 inch to
40 feet on sheets not exceeding 24 inches by 36 inches ,
including ruled margins shall in addition to the
requirements of the plot plans show the following:
✓ a. All existing and proposed buildings .
b. Curb lines and pavement width, sidewalks.
C . Existing and proposed sanitary sewers .
d. Existing and proposed water systems .
e. Present wooded area indicated by foliage lines .
Any individual trees to be saved should be shown .
. _ Page .3 (Site clans)
Lf . Existing and proposed contours shall be shown in
not less than two-foot intervals , but in cases of
relatively level land , the contours shall be
one-foot intervals and spot elevations .
v g . Regulated wetlands and 100-year floodP lain or note
/ that none are present.
�/ h. Proposed storm st m drainage s h g system, showing all catch
basins, endwalls , manholes , lengths and sizes of
pipes. (Minimum distance between catch basins
shall be 300 feet and minimum size of storm drain
lines shall be 15 inches . )
NA i. Connections of all springs into proposed storm
drainage system as needed.
j . Location and indications of existing brook
channels, and 100-year flood limits.
V k. A-2 Certification; P.E. /L.S, Seal.
6. Landscaping plan.
_ 7. Drainage calculations - Zero Runoff Increase per
attached guidelines . .
g ��f/of �o s s��It/scG ♦yarY�-
8. Traffice�-f-
Nit 9. Plans and Profiles: A plan and profile of the proposed
streets drawn on plan/profile paper of scales 1 inch to
40 feet horizontally , and 1 inch to 4 feet vertically
on sheets not exceeding 24 inches by 36 inches ,
including ruled margins and containing the following:
_ a. Layout of streets in sections coordinated by
stations with the profile .
b. Street plan showing roadways and drainage.
C. Sight line at driveway & street intersections.
d. Profile of roadway showing existing and finished
grades . Roadway profile will show all tangent
grade and all vertical curve information .
e. Profile will show all catch basins and all drainage
lines between catch basins with all invert and top
of frame elevations. Drainage lines will be shown
and described as to material .
f . Where any storm drainage line discharges into an
existing brook sufficient profile of this brook
will be shown to determine conditions .
g. Metropolitan District Commission datum shall be
used on all sites accessible to these controls .
The Town Engineer shall , based on standard
engineering practices , determine the accessibility
of these controls .
- - - Page 4 (Site Plans)
h. Profiles shall show all sanitary sewer lines and
: manholes , including elevations , sizes, lengths, and
slopes of pipes. Top of foundation elevations for
building shall be shown.
IVA 10. Open Space Site Improvement Plans: For sites which
require or include a provision for open spaces, a plan
which contains data for site improvement may be
required. This map shall be drawn to a scale of 1 inch
equals 40 feet.
/UA 11 . Sanitary Report: Where individual sanitary sewage
disposal systems are proposed, the final plans shall
include a Sanitary Report certified by a Professional
Engineer. The report shall demonstrate the feasibility
of the proposed individual systems; the report should
deal with the area as a whole, discussing the following
points:
a. General nature and development of surrounding area.
b. Topography and natural drainage pattern.
C. Subsurface conditions as shown by subsurface
investigation, including soil absorption
characteristics, ground water level conditions,
ledge rock, and general nature of soil .
d. General description of type of development
contemplated.
e. Detailed description of proposed sanitary sewage
disposal facilities, indicating sizes for various
ground conditions , materials to be used, and the
general layout pattern to be used, etc .
f . Special precautions that may be necessary to
provide proper functioning of the proposed disposal
systems.
g. Map of general area with locations of all tests
shown on proposed layout .
h. Flood heights of any nearby streams, brooks, or
rivers .
i. Test results and engineering evaluation per Section
4. 13. 5.
All information required above is included in this application at the
time of submission.
PLA.1 PREPARER P.E. L. .
Novem er , 1987
EASEMENT
For good and valuable consideration described
hereinafter, We, FRANK N. CAVALIERE and CHERYL A. CAVALIERE,
of the Town of South Windsor, County of Hartford and State of
Connecticut, hereinafter called the Grantors, hereby grant
unto the Wapping Community Church, Inc. , hereinafter called
Grantee, a full and perpetual drainage easement 'under, over
and across land of the Grantor, situated in the Town of South
Windsor, County of Hartford, State of Connecticut, located off
the easterly side of Ellington Road, and shown on a map
entitled, "Layout Plan, Wapping Community Church, .Earle H.
Smith, Jr. , Chairman, Building Committee 644-0933, 1790
Ellington Road, South Windsor, Connecticut 06074, Scale
1"=401 , March 1 , 1988, Fuss & O'Neill, Inc. , Consulting
Engineers, Manchester Connecticut. "
The within granted easement is described as follows:
Commencing at a point located on the westerly boundary of the
property of the Grantors herein, which point is located
ninety-two and twenty-two one-hundredths (92.22) feet from the
southwesterly corner of property of the Grantors herein;
thence running easterly a distance of twenty-five (25.0) feet;
thence turning and running northerly a distance of twenty
( 20.0) feet; thence turning and running westerly a distance of
twenty-five (25.0) feet to a point on the western boundary of
the property of the Grantors herein; thence turning and
running southerly a distance of twenty (20.0) feet along the
westerly boundary of the property of the Grantors herein, to
the point of beginning.
And the Grantors further grant unto the Grantee a full
and perpetual right and privilege to enter upon the said
premises by its officers, employees, servants and agents, for
the purpose of constructing, building, maintaining, cleaning,
repairing, reconstructing and inspecting at all times, a drain
or pipe, with appurtenances thereto, upon, over, under and
across said easement.
In consideration thereo,f,,the Grantee agrees to supply
and install materials to overlay the Grantor's driveway at
1833 Ellington Road, South Windsor, as full consideration for
the herein-described easement. The overlay shall consist of
approximately 2450 square feet of bituminous concrete mixture
at an approximate depth of one and one-half ( 1 1/2) inches.
The overlay will be applied by the Grantee or its agents,
servants, or employees. Grantee agrees to -furnish and install
said paving materials when the Grantee is P 9 paving the new ,
parking lot for the proposed Wapping Church Community House.
The Grantee agrees to restore the land within said
easement to its present condition, commensurate with the use
of the above-described land, and to similarly restore the land
at any time that it is necessary to disturb the surface thereof
r
in connection with servicing, repairing, or replacing said
pipe or drain, and to restore and repair any other adjoining
property of the Grantors herein which is specifically
damaged by the drainage running off from or out of the above-
described pipe, drain or any other aspect of the Grantee' s
drainage system.
This easement shall not run with -the land and is
specifically limited to the Grantee rather than. its successors
and assigns.
The parties agree that the granting of said Easement and
Grantee' s agreement to furnish and install paving materials
is contingent upon the Grantee' s decision to construct said
Community House. ,,
The word "Grantors" shall include heirs, executors,
administrators, successors and assigns where the context so
require or permits.
TO HAVE AND TO HOLD the above-described premises unto
it , the said Grantee.
IN WITNESS THEREOF, the Grantors have hereunto set their
hands and seals this. 14h day of May, 1988.
Signed, sealed and delivered in the presence
1v&,c-771F r . rA ci9SCrG RANK N. C VALIERE
1
L 7
A-)AA Trt T; r..9 xo Selo CHERYL CAWALURE
�ch .T aeiqScja
STATE OF CONNECTICUT )
COUNTY OF HARTFORD )
South Windsor, May; 1988
Personally appeared FRANK N. CAVALIERE AND CHERYL' A.
CAVALIERE, signers and sealers of the foregoing instrument and
acknowledged the same to be their free act and deed, before
me.
r
v
/(.J/t f TTt / • 7 /9Ro4a, ()
Notary Public/ '
t
• /�� �C�rnrn,sS,ar� cc-'
Grantee' s Mailing Address yiue,�, V-3ijq1
l� /I
r-
TRAFFIC IMPACT STUDY
`BONE CHANGE
r
WAPPING COMMUNITY CHURCH PROPERTY
WAPPING FIVE CORNERS
SOUTH WINDSOR, CONNECTICUT
r--
r
PREPARED FOR
: DONALD W. FISH
SURVEYORSENGINEERS
ARCHITECTS
PLANNERS
SOIL
STS
. . . • ARCHITECTSENVIRONMENTAL CONSULTANTS
r
STORCH
ASSOCIATES
t� t�
_ f
TRAFFIC IMPACT STUDY
in connection with
Zone Change
from Zone RR - RC, Restricted Commercial
Wapping Community Church
Wapping Five Corners
South Windsor, Connecticut
Prepared for
Donald W. Fish
Prepared by
STORCH ASSOCIATES
161 Main Street
Wethersfield, Connecticut 06109
February 4, 1988
STORCH
ASSOCIATES
TABLE OF CONTENTS
Page
I. INTRODUCTION. . . . . . . . . . . . 1
Drawing No. 1 - Area Location
Drawing No. 2 - Site Location
Drawing No. 3 - Site Plan - Office Building
Drawing No. 4 - Site Plan - Drive-In Bank
II. EXISTING TRAFFIC CONDITIONS . . . . . . . . . . . . 4
A. Site Description and Roadway Geometrics. . . . 4
B. Existing Traffic Volumes . . . . . . . . . . . 6
Table I
_ C. Roadway Safety . . . . . . . . . . . . . . . . 7
III. TRAFFIC IMPACT OF PROPOSED FACILITY . . . . . . . . 8
Table II
Table III
Drawing No. 5 - Directional Distribution - A.M. PK.
Drawing No. 6 - Directional Distribution - P.M. PK.
IV. CONCLUSION. . . . . . . . . . . . . . . . . . . . . 10
APPENDIX
Accident Records
Traffic Volume Data
Capacity Analysis
STORCH
ASSOCIATES
I. INTRODUCTION
This report details the analysis and findings of a traffic
impact study which was undertaken in connection with the proposed
zone change from zone RR to RC at the northwest corner of the
Five Corners intersection in South Windsor, Connecticut. The
purpose of this report is to document the probable traffic impact
of the proposed new land use and to ensure safe traffic operation
subsequent to the completion of the project. This report
analyzes both the general office and the drive-in bank land uses
which are the most probable use of the site. The existing
building will remain in any case. See Drawing No. 1 for the area
— location, Drawing No. 2 for the site location, and Drawing No' s.
3 & 4 for the site plans (3 for office, 4 for drive-in bank. )
The scope of the study effort included: 1. traffic
observations; 2. placement of traffic recording devices on major
streets; 3. obtaining count data and accident data statistics
-- from the State of Connecticut Department of Transportation
(ConnDOT) for estimation of future traffic generation; 5.
performance of capacity analysis; and 6. review of internal site
circulation.
In order to clarify the meaning of certain specialized
_ traffic engineering terms which may be used in this report, the
following definitions are offered:
Trip is a one-way movement to or from a site. One car
entering and leaving a site constitutes two trips.
— 1
son IIIIII
do
oils
4p
'(CD
off
vk�V..,
D.W. FISH COMPANY
COMMERCIAL DEVELOPMENT
00 SOUTH WINDSOR, CT
I
AREA LOCATION MAP
MONO
STOR
161 MAIN STREIT
ASSOCIATES WIT SFIF
L.D,CT 06,09
i
'—' a ,� ♦4�/ \•!•
so
i
3 Sco` �
/ t
� [IIIMGT RW10 V ' t
O4+ .yo ,
0 J J/
`4
w v
MpNEG�� 1
SITE LO '
0
0
D.W. FISH COMPANY
COMMERCIAL DEVELOPMENT
SOUTH WINDSOR CT
VALt:
NOT TO SCALE
SITE LOCATION onr�rK By: +
! c"ec»n:
STORCH is, maim sr*aT
ASSOCIATES MARCH 19e8
n�T110�sIRLa�CT Os10'! per, NO.
2
f�.
I I .
I `
dip
' I
0 1 I
I
a 1
b 1
� I
�O
I G
� ± 4200 S.F. � I
O I �
� 13
f-
2 I •, \
1
o 1 I I
V
1 I \
I \
i I
1
1
- - -- -- -- --
ELLINGTON ROAD ( ROUTE 30 )
J
D.W. FISH COMPANY
COMMERCIAL DEVELOPMENT
SOUTH WINDSOR CT
SITE PLAN NOT LTO SCALE
OFFICE BUILDING DRAMIN BY:
E.K.
CHOCKEp BY:
STORCH 161 MAIN STREET DATE:
MARCH 1988
ASSOCIATES NETHERSFIELD.CT 06109 ovi NO.
3
1 .
1 1 ,
I ,
I I �
1 I
5
Q , I
O , I
I
1 a <
b .
a -G
I �G
1 I
� I �
1 I 4,100 0±
s J •
C.� I v
I I I I
cs
J
I , 1
1
J
ELLINGTON ROAD C TE. 30 )
J
JD.W. FISH COMPANY
COMMERCIAL DEVELOPMENT
SOUTH WINDSOR CT.
JSITE PLAN NOT TO SCALE
BANK DRAWNN:
C Q^u
cwcl®my:
J STORCH 161 MAIM STREET DAT JWFE:
MARCH 1986
ASSOCIATES I METNERSFIELD,CT 06109 DWS. MO.
4
STORCH
ASSOCIATES
Traffic Generation is the actual number of vehicle
movements which may reasonably be expected to be attracted
by a specific development. Usually, traffic generation is
expressed as a number of trips.
Average Daily Traffic (ADT) is the total traffic
generation of a development on a typical working weekday. Note:
These are also one-way movements so the actual number of vehicles
is half the ADT generated.
Peak Hour Generation is the maximum traffic generation which
may be anticipated during the highest volume hour for the
particular land use. This analysis parameter may vary as to the
time of day, depending on the type of facility proposed.
Commercial development normally generates peak volume rates which
coincide with the peak volume rates of the surrounding roadway
network.
Trip Distribution is the process of determining the
proportions of the generated trips that can be expected to
originate or terminate at any location normally based on the
populations and census data available as to trips to work or
trips to shopping depending on the land use which is analyzed to
provide a percentage of traffic which can be expected to
originate from each location, plus the percentages of traffic
arriving from each location are determined the most probable
route is used to determine the percentage of such generated
traffic using each approach to the site.
_ 2
STORCH
ASSOCIATES
Traffic Assignment is the process of assigning the
trips which have been distributed from the various points of
origin to the roadway system which would provide the most
direct route between the points of origin and destination.
Capacity and level of Service (LOS) are terms utilized to
describe the ability of a roadway intersection to handle its
traffic assignment.
Level of Service (LOS) at signalized intersections such as
those involved in the present study are defined in terms of
average vehicular delay time. Definition of LOS vs. average
delay time is given in the 1985 Highway Capacity Manual (Special
Report 209) and is shown below in the following table:
LEVEL-OF-SERVICE CRITERIA FOR SIGNALIZED INTERSECTIONS
Average
Stopped Delay Expected Delay
Level of Service per Vehicle (sec) Due Average Vehicle
A < 5. 0 Little or no delay
B 5.1 to 15.0 Short traffic delays
C 15.1 to 25.0 Average traffic delays
D 25.1 to 40.0 Long traffic delays
_ E 40.1 to 60.0 Very long traffic delays
F > 60.0 Over-capacity
Reference: Table 9-1 of the 1985 Highway Capacity Manual.
Capacity calculations in this report have utilized the FHWA
Software named the Highway Capacity Software distributed by
McTrans in Florida.
3
STORCH
ASSOCIATES
II. EXISTING TRAFFIC CONDITIONS
A. Site Description and Roadway Geometrics
The proposed site consists of 0. 64 acres of land which
presently contains a structure which is an annex building to the
Wapping Community Church. However, the church has decided that
the use of the annex building is no longer desireable and is
planning to do an expansion on the site of the main church
location. It is an irregularly shaped quadrangle with parallel
top and bottom sides and skewered left and right sides.
The site is bounded by three roads: the northeast side is
bounded by Sullivan Avenue, the northwest side is bounded by
Community Road and the southern side by Ellington Road. The site
borders two legs of the five corners intersection in South
Windsor. It occupies the northwest fifth of that intersection.
The five corners intersection is comprised of Ellington Road
which becomes Oakland Road to the east of the intersection,
Buckland Road south from the intersection and two southbound
approaches which consist of Sullivan Avenue and Ellington Road.
The mainline road of Ellington Road/Oakland Road is also known as
Connecticut Route 30. Ellington Road in this area is a modern
bi-directional roadway with an approximate 40 foot cross-section
with two 15 foot lanes with 5 foot shoulders provided. The
posted speed limit is 40 mph in the vicinity of the site.
-- 4
STORCH
ASSOCIATES
Buckland is also a modern two lane roadway with a 40 foot
— cross-section and a posted speed of 35 mph. Sullivan Avenue and
Ellington Road are both modern roadways with 40 foot
cross-sections with 15 foot travel lanes, 5 foot shoulders and
posted at 35 mph. Buckland Road has the same cross-section as
Ellington Road on the eastbound approach. The five corners is
controlled by a traffic signal. Proper lineage is provided on
Ellington Road at the intersection where it widens to a two-lane
approach, where a left lane is provided for vehicles turning left
to Sullivan Avenue or left to continue on Ellington Road and the
right lane is for through traffic and vehicles turning right onto
— Buckland Road. Similarly, Oakland Road approaching westbound has
the right lane for turning movements right onto Sullivan Avenue
or right onto Ellington Avenue and a left lane for turning
movements left onto Buckland Road or through movements to
Ellington Road. Sullivan Avenue and Ellington Road both have
single lane approaches with all movements made from a single lane
while Buckland Road provides for a left turn lane and a through
right lane. Community Road is commonly used by vehicles turning
left from Ellington Road onto Sullivan Avenue and vehicles making
the reverse movement from Sullivan Avenue right to Ellington
Road.
Continuing north on Sullivan Avenue, are the Town Hall and
Library on the right side of the road in the immediate vicinity
of the proposed site. North of there, Sullivan Ave. intersects
_ 5
STORCH
— ASSOCIATES
Sand Hill Road at a T-intersection, and continuing north Sullivan
Avenue becomes Graham Road in the vicinity of the South Windsor
High School and the Wapping Elementary School and Community
Center. The general land use in the area is residential with a
_ few scattered commercial uses. On the south side of Ellington
Road at the five corners intersections there is a 24-hour bank
and also a drive-thru bank. South on Buckland Road there are
some small commercial land uses with a small strip shopping
center and also residential land use. Continuing further south,
Buckland Road intersects with I-84 where I-84 provides a full
interchange supplying separate ramp movements for each desired
movement, both eastbound and westbound and entering and exiting
the highway. Traveling north on Ellington Road there are
primarily residential land uses with various T-intersections and
four-way intersections with an occasional traffic signal.
Continuing east on Oakland Road, Route 30 is primarily
residential, and continuing approximately four miles it
intersects Route 84, again with full ramp movements provided.
West of the site on Ellington Road, land use is primarily
residential with a few small business uses and a few restaurants.
B. Existing Traffic Volumes
_ Points of traffic volume data acquisition include:
Community Road adjacent to the site drive and Sullivan Road north
of Community Road, Ellington Road west of Community Road,
Buckland Road south of Five Corners, Route 30 east of Five
6
STORCH
— ASSOCIATES
Corners, and Ellington Road northeast of Five Corners. A tabular
form of all pertinent traffic volume information appears in
Table I and is summarized below.
The following is a description of the first entry in Table I
(the following entries can be interpreted in a similar manner. )
The 1988 Storch Associates 24-hour machine traffic count data
for Community Road was recorded at a location on Community Road
midway between Sullivan Road and Ellington Road. The
bi-directional average daily traffic was recorded at 1700 ( 600
northbound & 1100 southbound. ) The AM and PM peak hour
bi-directional counts were 200 (49 northerly, 151 southerly) and
150 (68 north, 82 south) , respectively.
C. Roadway Safety
In order to fully assess the safety characteristics
exhibited by Community Road in the vicinity of the site, the
latest available ConnDOT accident statistics (July 1, 1984 - June
30, 1987) were obtained for the full length of Community Road
between Sullivan Avenue and Ellington Road. During the three
year period of no accidents occurred in the above defined area.
The accident rates and types of accidents were analyzed for the
intersections of Community Rd. with Sullivan Avenue and with
Route 30. These accident rates are not considered excessive (see
Appendix for details. )
— 7
TABLE I
24-Hour and Peak Hour
Machine Count Data
Location ADT A.M. Peak P.M. Peak
*Community Road 19700 200 150
(600 NB, 1,100 SB) (49 NB, 151 SB) (68 NB, 82 SB)
Route 30 - West
of Community Road 109600 997 12019
Route 194 - Northwest
of Community Road 149600 19055 19234
Route 74 - Northwest
of Route 30 79200 647 756
Route 30 East
of Route 74 139000 977 19222
Buckland Road
South of Route 30 13,100 935 19161
* Counted by Storch Associates in March 1988
All others - ConnDOT, March 1987
STORCH
ASSOCIATES
III. TRAFFIC IMPACT OF PROPOSED FACILITY
In order to determine traffic impact on an area due to a
particular land use, several factors must be considered:
1. total site generated traffic volumes; 2. the directional
distribution of site generated traffic; and, 3. the ability of
adjacent roadways to accommodate additional new traffic volumes.
Traffic volumes generated by the proposed new land use were
determined through the utilization of the Institute of
Transportation Engineers (ITE) 1987 Trip Generation Manual.
Using software prepared by MicroTrans which incorporated all of
the equations and generation rates found in the 1987 manual, the
trip generation rates were calculated. The results of the ITE
traffic generation calculations are presented in Tables II and
III. Table II represents the average generation rates and
driveway volumes expected from 4,200 square feet of office space.
Table III represents the number of generated trips expected from
41100 S.F. drive-in bank. As indicated above, the proposed new
facility will generate relatively small volumes in comparison to
-- the adjacent roadway system. The directional distribution of
site generated traffic was determined using the CRCOG journey to
work statistics with South Windsor as the place of work. From
the CRCOG statistical information it was determined that 9% of
the workers at the new land use will arrive from the east, 26%
will come from the west, 13% will come from the north and 17%
will come from the south. Approximately 26% of the workers live
and work in South Windsor and 9% of workers reside outside of the
8
TABLE II
_ 4844
SUMMARY OF TRIP GENERATION CALCULATION
FOR 4.2 ,000 GR.SQ.FT. OF GENERAL OFFICE
02/01/88
-------------------------------------------------------
DRIVE
AVERAGE ADJUSTMENT WAY
RATE FACTOR VOLUME
-------------------------------------------------------
AVG WKDY 2-WAY VOL 30.30 1 .00 127
7-9 AM PK HR ENTER 2.72 1 .00 11
7-9 AM PK HR EXIT 0.41 1 .00 2
7-9 AM PK HR TOTAL 3.12 1 .00 13
4-6 PM PK HR ENTER _ 0.54 1 .00 2
4-6 PM PK HR EXIT 2.83 1 .00 12
4-6 PM PK HR TOTAL .9.37 1 .00 14
--------------------------------------------------------
SATURDAY 2-WAY VOL 2.93 1 .00 12
PK HR ENTER 0.17 1 .00 1
PK HR EXIT 0.15 1 .00 1
-- PK HR TOTAL 0.32 1 .00 1
SUNDAY 2-WAY VOL 0.93 1 .00 4
PK HR ENTER 0. 18 1 .00 1
PK HR EXIT 0. 14 1 .00 1
PK HR TOTAL 0.33 1 .00 1
-_.-----------------------------------------------------
Note: A zero rate indicates no rate data available '
The above rates were calculated from the following equations :
Avg. Wkdy 2-Way Vol . : Ln(T) = 0 .75Ln(A) + 3.77, R'2 - 0.85
7-9 AM PK HR Total : Ln(T) = 0 .86Ln(A) + 1 .34
R'2 = 0.92, 87% Enter , 13% Exit
4-6 PM PK HR Total : Ln(T) - 0 .83Ln(A) + 1 .46
R'2 = 0.868 16% Enter, 84% Exit
Sat . 2-Way Vol . : Ln(T) = 0 .90Ln(A) + 1 .22, R'2 = 0.58
Sat. PK HR Total : T = ( (3. 17/A) - 0.0046) '-1
R42 = 0 .86, 54X Enter, 46% Exit
Sun. 2-Way Vol . : Ln(T) = 0.98Ln(A) - 0 .04, R42 = 0.52
_ Sun. PK HR Total : T = ( (2.84/A) + 0 .048) '-1
R'2 = 0 .768 56% Enter, AA% Exit
Source: Institute of Tran port<<tion Engineers
Trip Generation , 4th Edition, 1987.
TRIP GENERATION BY MICROTPANS
444 TABLE III
SUMMARY OF TRIP GENERATION CALCULATION
FOR 4. 1 TH.GR. SQ.FT. OF DRIVE.--IN BANK
03/15/B8
-----------------------------------------------------------
DRIVE
AVERAGE ADJUSTMENT WAY
RATE FACTOR VOLUME
-------------------------------------------------------
AVG WKDY 2-WAY VOL 249.60 1 . 00 1023
7-9 AM PK HR ENTER 3.75 1 . 00 i5
-- 7-9 AM PI< HR EXIT 2.83 1 .00 12
7--9 AM PK HR TOTAL 6.50 1 . 00 27
4-6 PM PK HR ENTER 17.28 1 .00 71
4-6 PM PK HP EXIT 17.99 1 . 00 74
4 6 PM PK HPI TOTAL 35.27 1 .00 IA5
SATURDAY 2--WAY VOL 8.20 1 .00 34
PK 1•413. ENTEP 10.4H 1 . 00 43
PI< HR EXIT 10.48 1 .00 43
PK HR TOTAL 20.96 1 . 00 86
- SUNDAY 2--WAY VOL 11 .51 1 .00 47
PK H174 ENTER 1 .91 1 .00 e
PI< Hr,' EXIT 1 .50 1 .00 6
PK HP TO*rf`,I.., 3.41 1 . 00 14
---------------------------------------------------------------
Note: A zero rate indicates: no rate data available
The above rates were calculated from these equations :
24-1-•ir . 2--Way Volt.tme: LN(T) _ .A/-ILN(X) + 6.310 R'2 .247
-- 7--9 AM Peak Hr. Total : T = 6. 09(X) + 2
R'2 = .598 , .57 Enter , .43 Exit
4-6 PM Peak Hr. Total : T =- 12.59(X) + 93
R'2 = .356 , .49 Enter , .51 Ex:it
AM Gen Pit Hr- . Total : T = ( .013/X + .0044) '--1
P*2 = .331 , .51 Enter, .A9 Exit
PM Geri Plc Hr- . Total : T = 17.73(X) + 94
R'2 = . 601 , .5 Enter , .5 Exit
Sat. 2-••W,:t.�;) Volt.tme: T = t .04/X + .02) '-1 , �R'2 .= .025
Sat . Plc Hr . Total : T = 24.3*7(X) + -14
R'2 = •78 , .5 Enter- , .5 Exit
Sun . 2-Way Volumra: LN(T) = .91LN(X) + 2.57, R'2 = . 154
SLtrn . Pit Hr . Total : T =- -8-36/X + 16
R12 = . 113 , .56 Enter, .AA Exit
SOUrce: Institute of Transportation Engineers
Trip Generation, qth Edition , 19e7.
TRIP GENERATION BY MICROTRANS
STORCH
ASSOCIATES
capitol region. Assigning the above percentages to routes which
a commuter would logically traverse results Drawing No' s. 5 and 6
which show the A.M. and P.M. peak hour directional distributions,
respectively.
Through the utilization of the directional assignments as
well as the previously described site generated traffic and area
street traffic, it was possible to develop the traffic flow
diagrams for the driveway intersection with Community Road and
also for Community Road at Sullivan Ave. and at Rte. 30. The
traffic flow diagrams were prepared using the above information
to develop present background traffic volumes, future 1990
background traffic volumes, site generated traffic and 1990
combined traffic (future background plus site generated traffic) .
Note, for ease of analysis, all traffic is assumed to use
Community Road. This is a conservative estimate. Level of
Service calculations for 1990 combined traffic volume conditions
at the site driveway intersection with Community Road were
carried out through the utilization of the FHWA HCS software.
The HCS software was designed in accordance with the 1985 Highway
Capacity Manual. The capacity analysis was done using a worst
case scenario, i.e. using P.M. peak hour volumes (the critical
peak) with the drive- in bank generator of traffic (higher
generation rate than the office building) . Thus, A.M. results or
-- an office use would result in bettter Levels of Service. The
1990 Level of Service rating for the PM peak period was found to
be at A for the site drive at Community Road. The Level of
Service provided at the
9
STORCH
ASSOCIATES
intersections of Community Road at Sullivan Ave. for the P.M.
peak hour was at Level of Service A except for lefts out of
Community Road which was D/E due to the heavy southeast bound
flow on Sullivan Ave. Community Rd. at Rte. 30 will operate at
Level of Service A including the addition of the site traffic.
IV. CONCLUSIONS
Upon careful review of existing data and projected future
conditions, we have determined that no materially adverse traffic
impact will occur as a result of the zone change. The
anticipated site generated traffic volumes were conservatively
estimated. The 1990 Level of Service for the site driveway
intersection at Community Road was determined to be Level of
Service "A" during the AM and PM peak periods. The L.O.S. at the
Community Rd. intersections with Sullivan Avenue and with Rte. 30
were not decreased. Site distances measured at the proposed
driveway from a point 15 ft. east were found to be adequate. The
review of the latest three-year accident history of Community
Road in the vicinity of the proposed site driveway has revealed
no major geometric deficiencies. Roadway geometrics adjacent to
the site driveway will be improved as a result of the completion
of the new facility. The internal traffic circulation and
turning radii for the proposed site driveway have been reviewed
and have been found to be in accordance with ConnDOT standards.
We are recommending that a right turn in right turn out traffic
flow be designed and encouraged by proper striping and lineage
for Community Road and Route 30. Due to the fact that during AM
10
• f' ..1\Qi
1♦ �I
� 1
4
4�
S
i
s
� � W
•� 4e 1
bo
o
tuM+Sn tA% I
— � sa►o 8 �
Oii fho �/
h
0`0 .1
4� fie Al y
Arp
HE�aA
n
4
a
i
22 ojO
D.W. FISH COMPANY
COMMERCIAL DEVELOPMENT
SOUTH WI N DSOR CT
— DIRECTIONAL DISTRIBUTION OF wa�'scaLE
SITE GENERATED TRAFFIC =A �,
A.M. PEAK HOUR E.K.
TO H CMecm my:
ASSOCIATES MARCH 19aB
11�T1�Ot:IRL�,CT Oa10'!
s
I
�h C4 �•
• Rpr
t
. � ♦�` •, off f0'0
`0
e � IV
19
r
pd.
I I
� tILM+:T ROAD� s
Off
�L
or 'M'���c��ti� \
04
w 1O •
� *i
1
ME�•TA
R
`+
• O •
2S
• D.W. FISH COMPANY
�. COMMERCIAL DEVELOPMENT
i SOUTH WINDSOR CT
DIRECTIONAL DISTRIBUTION OF _ KALZ SC c
SITE GENERATED TRAFFIC oOT TK. AU
P.M. PEAK HOUR E. '
! cma W.,my:
' STORCH lot uAlm VT*C" i.w.F.
MARCH rese
ASSOCIATES cr osW
ows. ao.
STORCH
ASSOCIATES
and PM peak periods traffic from the Five Corners intersections
backs up beyond the intersection of Community Road at Ellington
Road which makes completing a left turn from Community Road
to Route 30 difficult at best. It is recommended to limit the
traffic flow from Community Road at Route 30 to right turns only
during peak periods of operation. We also would recommend that
— for the drive-in bank case, the Route 30 drive be exit only (to
prevent blockage of the drive due to the drive-up window) and
that it be right turn out only. For the office case, we
recommend a left turn out restriction.
We, therefore, conclude that the new land use at the Wapping
Community Church property will not have a negative traffic impact
on the available Level of Service on area roadways and with the
preclusion of left turns from Community Road and from the Route
30 site drive during the peak periods would not endanger the
public safety.
— 11
APPENDIX
I I I I 1 I I I I { I 1 ► I 1 I i I I
r �
f �
CCNNECTICUT DEPARTMENT OF TRANSPORTATION ACCIDENT EXPERIENCE
f TOWN OF S 4IV0SO4 ROUTE NL,48:R 30 LOCATION 004.00 JC4.5C
PREPARED 02 L9 Sd PERI00 FRO" 07 01 84 TO C6 3U 87
MON OA LIGHT SURF COLLISION INJURIES RAMP TOT
MILEAGE ALPHA JESC41PTION OF AZC. LOCATION RJ6Y. FACT. CASE I DAY TH TE YR HOUR CONC CCNO WEATh TYPE K A 6 C TYPE INJ 1
004.10 .1 MI S OF COM►'UNITY RO Mk AT COMM ORVE 114142 aED APR 17 85 1215 OAYLT DRY CLEAR TURN-INTS
ORV4 UNABLE TO CODE W/CONO, ORV'l LCST CJAT
S3 AUTO PAS VEH TURNING RIGHT FROM PROPER LANE
E3 AUTO PAS STOPPc:O FOR TRAFFIC
T �004.11 SJO FT S OF COMMUNITY RJ Pit NONE 025370 TUE JUN 30 87 1711 DAYLT DRY CLOY REAR ENO
DRIVER FOLLOWING TOO CLOSE
Nd AUTO PAS VEHICLE GOING STRAIGHT
( Nd AUTO PAS STOPPED FOR STOPPED VEHICLE
N3 AUTO-S: STUPPEC FOR TRAFFIC
( `L004.11 5JO FT S OF COMMUNITY RO PK NONE 126361 TUE JUN 30 87 1745 DAYLT WET RAIN REAR END
DRIVER FOLLOWING TOO CLOSE
Sd AUTO PAS VEHICLE GOING STRAIGHT
S3 AUTO PAS STOPPEC FOR TRAFFIC
4,004.16 .1 MI S OF allCKLAND RD ES AT PVT DRIVE 031357 WEO AUG 15 84 1730 OUSK DRY CLEAR TURN-INTS
DRIVERS VIEW 08STRUCTrJ
N9 AUTO PAS VEH TURNING LEFT FROM PROPER LAVE
Ed AUTO PAS VEHICLE GOING STRAIGHT
NOO4.16 .1 MI S OF 4T 194 E RT 74 PC AT PVT DRIVE 063281 THU APR 17 86 1539 DAYLT 07Y CLOY TURN-INTS
DRIVER FAILED TO GRANT RIGHT OF WAY
W8 AUTO PAS VEHICLE TURNING LEFT FROM DRIVEWAY
N3 AUTO PAS VEHICLE GOING STRAIGHT l
C �-004.16 2JO FT S OF COMMUNITY R7 JN NONE 133969 SUN SEP 07 86 UlOO DARK/'W ORY CLEAR FIXED OBJ
DRIVER UNIJE4 THE INFLUENCE 1
S3 AUTO PAS VEHICLE GOING STRAIGHT
( STRUCK HGHWY SI3N OFF AD RIGHT
�00w.17 C.1 MI S OF RT 74 JN NONE 060664 MON MAR 02 87 2332 DARK/'W ICE CLEAR FIXED 09J
DRIVING TOO FAST FOR CCNOITIONS
S3 AUTO PAS VEHICLE SKIDCING IN ROA06AY
STRUCK( DITCH OFF RO RIGHT
( (
l �
(
I I I I ► ! I I I i I ! 1 I I 1 I { 1
CONNECTICUT DEPARTMENT OF TRANSPORTATION ACCIDENT EXPERIENCE
TOWN OF S aINCSC,t RC'JTE NL44E"R 30 LOCATION C04.00 004.50
PREPAR=D 02 29 63 PE,7100 FROM C 7 01 84 TO, C6 30 87
MON OA LIGHT SURF COLLISION INJURIES RAMP TCT
MILEAGE ALPHA JESCRIPTICN OF ACC. LOCATIOA RDWY. FACT. CASE is DAY Th TE YR HOUR CCNO CCNO WEATH TYPE K A B C TYPE IAJ
004.20 INT COMMUNITY R) JN TN RD UNDIV') 009504 THU MAR 21 85 1645 DAYLT DRY CLEAR TURN-INT$
DRI`dER =A ILEO TO ;RANT EIGHT OF WAY
E3 AUTO PAS VEH TURNING LEFT FROM PROPER LANE
Sd AUTO PAS VEHICLE GOING STRAIGHT
004.2C INT COMMUNITY RO PA TS RD UNDIVO 049026 MON DEC 22 86 0732 DAYLT C?Y CLEAR TUBA-INTS
DRIVER FAILEC TO GRANT RIGHT OF WAY
E3 TRUCE( ST VEH TURNING RIGHT FROM PROPER LAAE
53 TRUC44 ST VEHICLE GOING STRAIGHT
r1004.20 IvT OF COMMUNITY Ru PC TN ND UNDIVJ 06535d FRI MAY 17 85 1540 DAYLT DRY CLOY TURN-INTS
CRIVER FAILEC TO GRANT RIGHT OF WAY
WS AUTO PAS VEH TURNING LEFT FROM PROPER LANE
NJ AUTO PAS VEHICLE GOING STRAIGHT
1 �004.20 AT COMMUNITY RD JN AT PVT DRIVE 07945S FRI NOV 14 86 1446 DAYLT DRY CLEAR ANGLE
DRIVER FAILED TO GRANT RIGHT OF WAY
W9 AUTO PAS VEHICLE GOING STRAIGHT - - - 1 1
58 AUTO-Sr VEHICLE GOING STRAIGHT
004.20 INT COMMUNITY RI PK TN RD UNDIVO 082716 TUE DEC 31 85 16ZC DUSK DRY CLEAR TURN-INTS
DRIVER :A ILEO TO GRANT RIGHT OF WAY �
E3 AUTO PAS VEH TURNING RIGHT FRCM PROPER LANE
N8 AUTO PAS VEH TURNING LEFT FROM PROPER LANE
1 004.20 INT COMMUNITY RJ PK AT PVT DRIVE 100784 TUE JAN 07 86 1034 DAYLT C.TY CLEAQ ANGLE
DRIVER FAILED TO GRANT r?IGHT OF WAY
E3 AUTO PAS VEHICLE GOING STRAIGHT
N3 AUTO PAS VEHICLE GOING STRAIGHT
z 04.20 INT COMMUNITY RD MV TN RD UNDIVO 109531 FRI MAR 07 86 1044 DAYLT DRY CLEAR REAR END
DRIVER FOLLO'wING TOO CLOSE
Nd AUTO PAS VEHICLE GOING STRAIGHT
NB AUTO PAS STCPPEC FOR TURN LEFT
iq.4.20 INT OF COMMUNITY RD PC TN RD UNOIVO 135914 TUE SEP 23 86 U735 DAYLT WET RAIN TURN-INTS
i DRIVER FAILED TO GRANT RIGHT OF wAY
E B AUTO PAS VEH TURNING LEFT FROM PROPER LANE - - - 1 1
53 AUTO PAS VEHICLE GOING STRAIGHT
t �
l �
F �
� 1
CCNNECTICUT DEPARTMENT OF TRANSPORTATION ACCIDENT EXPERIENCE
1 TOwN OF S 4INOSOR RCUTE NLMEEF 30 LOCATION C04.00 OC4.50
PREPARED 02 29 83 PERIOD FROM 07 01 84 TO C6 30 87 1
1 MON OA LIGHT SURF COLLISION INJLRIES RAMP TCT
MILEAGE ALPHA DESCRIPTIONA OF�1r ACC.A LCCAMTrION RROWY..y FACT. `CASE�yI DAY `+TH TE YR+A HOUR C�O1rNC CCNOyWEATTH` yTY+PE`` aK`A+8 C TY+PEA INJ+ �
115004.20 INT OF COMMUNITY RD PC TN RD UNDIVO 136176 WED OCT 10 84 1718 DAYLT DRY CLEAR TURN-INTS 1
DRIVER FAILED TO GRANT RIGHT OF WAY
Sb TRUCK ST VEH TURNING LEFT FROM PROPER LANE
E3 AUTO PAS VEHICLE GOING STRAIGHT 1
1 04.20 INT COMMUNITY RJ Mk AT PVT ORIVE 137288 .4E0 OCT 01 86 1690 DAYLT DRY CLEAR ANGLE
DRIVER FAILED TO GRANT RIGHT OF WAY T
wd AUTO PAS VEHICLE GOING STRAIGHT
1 SO AUTO PAS VEHICLE GOING STRAIGHT
f
I-�(1004.21 30 FT N OF COMMUNITY RD JN AT PVT DRIVE 024981 THU JUL 18 85 1700 DAYLT DRY CLEAR TURN-INTS
1 DRIVER FAILED TO GRANT RIGHT OF WAY
W9 AUTO PAS VEH TURNING LEFT FROM PROPER LANE
Nd AUTO PAS VEHICLE GOING STRAIGHT
I ,004.21 27 FT N OF COMyUNITY RU jN AT CCMM ORVc 033344 SAT SEP 06 86 1336 DAYLT CRY CLEAR TURN-INTS
11 DRIVER FAILED TO GRANT RIGHT OF tft4Y
W6 AUTO PAS VEHICLE TURNING LEFT FROM DRIVEWAY
NB AUTO PAS VEHICLE GOING STRAIGHT
Nd AUTO PAS STOPPED FOP TRAFFIC
,1D�004.21 27 FT N OF COMMUNITY PL `6 AT PVT DRIVE 140635 TUE NOY OS 85 2125 DARK/W CRY CLOY SIOESWP-SM �
I ' IMP40PER PASSING MANEUVER
Nd AUTO PAS �_H PASSING SAME DIRECTION ON RIGHT
Nd ErRGVCY SLOwI NG FOR TURN RIGHT
W•--"1704.22 2JO FT S OF oUCKLANU RD PK AT PVT DRIVE C63SCI THU APR 24 86 1430 DAYLT ORY CLEAR TURN-INTS
URIJER FAILED TO ',iRANT RIGHT OF 6AY
63 VAN VEHICLE TURNING LEFT FROM DRIVEWAY
Ni3 AUTO PAS VEHICLE GOING STRAIGHT
1
004.22 AT CDR TO SOCIETY FOR SAVINGS SANM4 AT COMM CRVE 123954 THU JUN 11 87 1605 DAYLT DRY CLEAR TURN-INTS
DRIVER FAILED TO GRANT RIGHT OF WAY
W8 AUTO PAS VE1-ICLE TUPN14G LEFT FROM ORIVEwAY 1
Nd AUTO PAS VEHICLE GOING STRAIGHT
1
1
1
1 �
I I I I I 1 I I 1 I I 1 I I 1 i I I
CCNNECTICUT DEPARTMENT OF TRANSPORTATION ACCIDENT ExPERIEhCE
i� TOwh OF S WINCSOR RCUTE NUMdER 194 LOCATION CO3.40 OC3.69 �1
PR£FARcO 02 29 88 PEPIOD FR3f, 07 01 84 TO C6 30 E7
MON OA LIGHT SURF COLLISION INJLRIES RAMP TCT
MILEAGE ALPHA DESCU PTION OF ACC. LCCATION RJWY. FACT. CASE R DAY TH TE YR HOUR CONC CCNO wEATH TYPE K A 8 C TYPE INJ
###+F+#Y#i#####*#####*#iV:**0****0**#ti##i*0** ************1##########O*#O#i#O#i#i<#00##O##i�1###O########40#00###O*ins#*i##i#i0i<*####i#•
003.40 .2 MI W OF COMMUNITY RO Jh NONE 105311 SUN FEB 03 85 0916 DAYLT ICE CLEAR SIDESWP-SM T�
DRIVING TOO FAST FOR COVOITIO►IS
E6 AUTO-SW SKIDDED SLO:INC FCR STOPPED VEHICLE 1
E3 TRUCK OT SfOPP EO FOR LWKNOWN REIASCN IN TRAFFIC LANE �
003.49 .2 MI W OF RT 3':1 Jh AT COMM ORVE 000207 FRI JAN 03 86 0810 DAYLT WET CLOY NO-Oy TRN
DRIVER FAILED TO 3RANT RIGHT OF WAY
Ed AUTO PAS VEH TURNING LEFT FROM PROPER LANE
6B TRUCK ST VEHICLE GOING STRAIGHT
003.49 .2 MI W OF RT 74 Jh NONE 1113CB FRI MAR 21 86 2048 DARK/W DRY CLEAR SIDESWP-OP
f DRIVER FELL ASLEEP
E3 AUTO PAS VEHICLE ON WRONS SIDE OF ROAD 1)
W8 AUTO PAS VEHICLE GOING STRAIGHT - - - 2 2
003.49 6JO FT W OF COr,MUNITY RU Jh AT COMM ORVE 142983 SAT NOV 08 86 1146 DAYLT WET RAIN FIXED OBJ
DRIVER FOLLOWIN5 TOO CLOSE
A EB AUTC PAS AVOIDING STOPPED VEHICLE f)
STRUCK( MAIL BOX OFF RD RIGHT
E8 NON CONT STOPPED FOR TURN LEFT
003.50 0.1 MI r OF COMMUNITY RU Jh AT PVT DRIVE 018553 WED MAY 13 87 1109 DAYLT CRY CLEAR TURN-INTS �
O►TIVER FAILED TO 3RANT RIGHT OF WAY
S9 AUTO PAS VEHICLE TURNING LEFT FROM DRIVEWAY
ES AUTO PAS VEH TURNING LEFT FROM PROPER LANE
003.54 3'J0 FT W OF COMMUNITY RO PK NO%E 007102 SAT FEB 14 87 1123 DAYLT DRY CLEAR REAR END
DRIVER FOLLOwIN3 T03 ".LOSE f)
E3 AUTO PAS VEHICLE GOING STRAIGHT
Ed VAN STCOPPEC FUR TRAFFIC
f�
/P C3.56 230 FT w OF COMMUNITY RO PI- NONE 035305 wE0 OCT 02 85 2425 DAYLT DRY CLEAR REAR ENO
3 DRIVER FOLLOWIN5 TOO CLOSE
w8 AUTO PAS VEHICLE GOING STRAIGHT �1
68 AUTO PAS VEHICLE GOING STRAIGHT - - - 1 1
wki JEEP-TYP VEHICLE GOING STRAIGHT
} f�
I l I ! I 1 1 I ) I ) I 1 1 I I { I I
CONNECTICUT DEPARTMENT OF TRANSPORTATION ACCIDENT EXPERIENCE
TOrN Or S W140504 4CUT: 1048ER 194 LOCATION CO3.40 OC3.59
PREPARED 02 29 88 PER103 FROM 07 01 84 TO 06 30 87
r MON CA LIGHT SURF COLLISION INJURIES RAMP TOT
MILEAGE ALPHA OESC4I9TIOA OF ACC. LOCATION ROWY. FACT. CASE M DAY TH TE YR HOUR CONC COND WEATH TYPE K A 8 C TYPE INJ
##%#R########*###Rt*�###it4*#####***t�O*##i#*#*#*#*###*#**#*�####*#*#*iii#i#O#i#*#i*###i#*i#*##**####*#**O#*CO•###t0*ii i#i**#i #*iii
i
Z-003.59 .1 y1 w OF RT 311 JA NONE 037379 SAT OCT 19 85 1538 OAYLT WET RAIN REAR ENO
DRIVER FOLLO.ING TOO CLOSE
EB AUTO PAS VEHICLE GOING STRAIGHT
E3 AUTO PAS STOPPEC FOR TQSFFIC
.j003.59 27 FT W OF COMMUNITY RU JA NONE 129331 TUE AUG 21 84 2214 OARK/'a DRY CLEA9 FIXED 08J
DRIVER UNDER THE INFLUENCE
E3 AUTO PAS VEHICLE GOING STRAIGHT
STRUCK HGHwY S13N OFF RU RIGHT
003.69 IVT RT 30 PH ST RT UNOIVO 012718 WED APR 16 86 1608 OAYLT DRY CLEAR REAR ENO '
DRIVER FOLLOuING TOO CLOSE
E9 TRUCE( ST VEHICLE GOING STRAIGHT
Ed AUTO PAS STOPPEC FOR TURN LEFT
003.69 INT RT 14 M. ST RT UNOIVJ 013229 MOW APR 06 87 1601 DAYLT WET RAIN HO-ON TRN
DRIVER FAILED TO GRANT RIGHT OF WAY
ES AUTO PAS VEH TURNING LEFT FROM. PROPER LANE
WS AUTO-Sw VEHICLE GOING STRAIGHT
t 003.69 AT RT 174 b RT 30 JN ST RT UVOIVO 014665 FRI APR 17 87 3240 DARKfW WET CLEAR HO-ON TRN
DRIVER FAILED TO 3RANT RIGHT OF WAY
Ed TRUCK OT VEH TURNING LEFT FROM PROPER LANE
W3 AUTO PAS VEH TURNING RIGHT FROM PROPER LANE
1
003.69 INT RT 30 Jh ST RT UVOIVO 039771 FRI NOY 01 85 1156 OAYLT DRY CLEAR REAR ENO
DRIVER rOLLJisIN-a TOO CLOSE
ES TRUCK UT VEHICLE GOING STRAIGHT �
Ed AUTO PAS STOPPEC FOR STOPPED VEHICLE
003.69 INT RT 30 M6 ST RT UNDIVO 048191 TUE DEC 18 84 0743 DAYLT DRY CLEAR REAR END
FOOT SLIPPED 'OFF CLUTCH OR BRAKE
E8 AUTO PAS VEHICLE GOING STRAIGHT
Ed AUTO-Sw STOPPED FOR TRAFFIC SIGNALS
003.69 IVT RT 30 ES ST RT UNDIVO 055673 THU JAN 1C 85 1507 DAYLT DRY CLOY HD-CN TRN
DRIVER FAILED TO GRANT RIGHT OF WAY 4
Ed AUTO PAS VEH TURNING LEFT'FROr PROPER LAVE
W8 AUTO PAS VEHICLE GOING STRAIGHT
1
r
l
4
I ! I 1 I I 1 I I 1 I 1 I I I I I 1 I
CONNECTICUT DEPARTMENT OF TRANSPORTATION ACCIDENT EXPERIENCE
TOWN OF S. 4lIndia.^ ROAD INUPrlER 3035
PREPARED 02 29 88 PERIOU FROM C 101 84 TU 06 30 87
► MOA OA LIGHT SERF COLLISION INJURIES RAMP TCT
MILEAGE ALPHA OESCRIPTION OF ACC. LCCATIOA RORY. FACT. CASE M DAY TH TE YR HOUR CONC CCND 4EATH TYPE K A 8 C TYPE IAJ
i
NO ACCIDENTS RECORDED01 0184 03 31 87
� Con7Mun��Y Koo��•
►
►
-- - --• - -- - - •..�,• -+.... •....n•-.it.r,-rnnr i9 it.cc7one+vo re-CLTo on—itosrc7a or,t7zhcl4?aQm7i4:RATAo i?iur%l.1R fOO*CF0.Nn.noi
RT Dir Volume Program with Midnight Totals
.. �Ic;It�C�C;K;ic;K;k;lc;ic;Ic�k;Ic;K�ic�c;K�Ic;Mcac;Ic;Ic;K�Ic�c�Ic�c;K�k�K�K*�Mak�K�K�lc;ic�ic�lalalc�Itat:K;Ic;ic�ic�K�Ic�Kac:k;Ic:k�Ic;K�Icalc:�t:IcaK�It�K%k:K�icslc:IcAc:k>It%K�Ic;k:k:fic;lc:k
Data File : 03048801 .TRF Position : 1
Station . 1 Ident . 15
Start Date : Mar 1 �1988 End Date : Mar 1 �1988
_ Start Time 11:29 End Time : 24:00
Location : COMMUNITY ROAD AT BUCKLAND STREET L1=NORTHBD L2=SOUTHBD
�Ic�Ic;lc*�Ic;lalc�Ic�laic;k*�Fc;k;K plc*plc plc�K;It;K�K sic�K;Ic;K�k;K�K;ic�c*plc:}c;K;Ic�c�Ic�K plc�K;K tic sic*;K�K;Ic plc�K;lc;Ic�Ic�Ic�k%K�lc;Ic�Ic�K%K�F:�K�K�K�c;K plc Talc:K�K:K;Ic slc*�ic;Ic
Mar 1 Lane 1 **
-----------------------------------------------------------------------------------
Begin 00 01 02 03 OA 05 06 07 08 09 10 11
-------- __—_ ____ ____ __—_ ____ ____ ____ ___— _____ ____ ____ ----
00
15 1
30 13
45 9
Hr Total 23
�Ic Xc;K�lc�ic�k;K�k�ic;Kak��K�1c�Nc;K:K�Ic;Icaic�K;lc�IcaK;K*;K�K�K�K�c�Ic�k�K�K�K yk�K�;K�K�K;K�K:K�Icalc;ic;Ic;Ic�Ic;lc;Ic;K�ic�K�lc;lc;laic;lc?k;Ic;Ka1c;K;KXc;Ic�lc�laK?K�Ic�IcXt;ic�c
Begin 12 13 1 A 15 16 17 18 19 20 21 22 23
00 13 10 9 13 16 17 .13 10 3 2 1 2
15 11 13 6 7 17 13 7 12 1 6 1 J.
30 12 1:3 10 9 14 16 8 10 0 1 1 1
45 13 5 12 7 20 8 7 A 0 3 2 0
________ ____ _--- ---- —__— ___— ____ ____ ___— __-- ____ __—_ ----
Hr Total A9 46 37 36 67 54 35 36 4 12 5 A
Total volume : A08
AM peak hour begins : 11 :30 AM peak volume : 46 Peak hour factor 0.8F)
PM peak hour begins . 16: 15 PM peak volume . 68 Peak hour factor 0.85
�k Xc;lc*aK;Ic xc Xc�Ic�K�c�K�c�K�K�K;Ic�Ic;lc�c�k;k plc�Ic;K;Ic alt;Ic;Ic;K;ic;k�k�Ic;k;Ic;k�c;lc;Ic;K;ic;Ic�c;ic;lc;ic;K*�c;lc�c;Ic aK;k�!c*�K;Ic aK alc;k;Ic�c;k;Ic�c;Ic;K;K;tc;k;K;Ic�c;K;k�fc%9c
Mar I ** Lane 2 **
-----------------------------------------------------------------------------------------
Begin 00 01 02 03 OA 05 06 07 08 09 10 11
00
15 0
30 15
-15 110,
Hr Total 31.
�k;K;lc ait�c%1aK;ic;K�K;ic;lc�Ic;lc;lc Ac;Mc;Ic%4c ac;Ic;Ic;laK;lc ac;lc;K ac%ic:laK�c;lalc%K;k;K;lc�c%K;1c;lc*;ic%K;ic;)c;Ic;K ac>It*��k%K;lc%9c;lc�Ic��k ac;k%ic;Ic;K;,}c;Ic;K;Ic;K;lc;Ic sic�cyc%k:K
Begin 12 13 1A 15 16 17 18 19 20 21 22 23
00 18 16 17 12 19 17 6 7 9 17 2 A
15 17 17 1'7 17 18 19 3 A 4 1 3 2
30 23 13 1A 17 21 7 1.1 5 3 A 6 2
45 IS 10 27 2-el 21. 8 10 5 7 5 0 1
Hr Tot:�l 76 56 75 70 79 51 30 21 2c. 27 11 9
Total volume 559
AM peFkl( hour begins 11 :30 AM peak volume . 66 Peak hour •F::ictor• 0 .72
PM peals hour b gins 15:A5 PM peals volume . 82 Peak hour factor 0 .85
RT Dir Volume Program with Midnight Totals
— � • - �Ic�lc:4c�lc?K�Ic�ic�tc�K�K�K�It�K�K�Ic�1c�Ic�c�k�it�Ic�K�K�K�K�K�K*�K�K�K�IaK�K�IaK�KaK�K�K�K�K�K�K�k�inK�K�laiaK�K�Ic7K�K�Ic�IaK�K�Ic�Ic�k�K�K�Ic�Ic�K�tc�Ic�Ic�K�K�ic:K�Ic�Ic:ic�c�K
Data File : 03048801 .TRF Position : 1
Station . 1 Ident . 15
Start Date : Mar 2 ,1988 End Date : Mar 2 ,1988
— Start Time : 00:00 End Time : 24:00
Location : COMMUNITY ROAD AT BUCKLAND STREET L1=NORTHBD L2=SOUTHBD
Talc�Ic*aK�1c�c�1c*�Ic�K�Ic�Ic�Ic�c�K:K�Ic�Ic�K xc�Ic�K�Ic�K�Ic�1c�K:Ic alc�Ic�K�Ic*�K plc alc�c Xc:lc Xc�1c�K alc�1c�1c�Ic�Ic�lalalc�ic:{alc Talc�Ic�Ic�Ic�Ialc Talc Talc Talc plc plc plc�1c sic�Ic�lalaialc%K�:
Mar 2 Lane 1 �k:K
--------------------------------------------------------------------------------------
Begin 00 01 02 03 04 05 06 07 08 09 10 11
-------- __—_ __-- —___ ____ —_—_ ____ ---- ---- ---- ____ ____ ----
00 1 0 0 1 0 0 4 5 5 14 14 8
15 2 0 0 0 0 1 2 6 4 6 9 15
30 1 1 0 0 0 5 6 5 7 9 S 11
45 0 1 0 0 0 0 5 5 9 11. 3 E3
Hr Total 4 2 0 1 0 6 17 21 25 40 34 42
�K?k:k�K?K%k��k�ic>K�K>k�K%K�K�ic%K�k%ic�k�K�K�K�K�K�K%K�K%K�K�lcac�K�lc%K:K%ic%K%K�K:K�icalc�K%K%ic�c%K:K'k�1c�Ic�K%K:k%K�K�Ic�Ic%k�K>Oc>k:K:K�ic�c%K�Ic�lc:}c�K:K%K%K�k�K:K%lc
Began 12 1J 14 15 16 17 18 19 20 21 22 23
00 15 15 10 15 10 18 1 0 0 0 0 0
15 12 a 10 9 11 11 11 0 0 0 0 0
30 11 7 E3 8 11 14 8 0 0 0 0 0
— 45 12 13 13 12 14 12 5 0 0 O 0 O
Hr Total 50 43 Al 44 46 55 25 0 0 0 0 0
Total volume : 496
AM peals hour- begins . 11 : 15 AM peak volume : 49 Peak hour factor- . 0 .82
PM peak hour begins : 16:45 PM peak volume : 57 Peak hour factor- : 0.79
_ aK�K:S:%lc�Icxc�K�c�Ic�lc�K:K?K%K:K�Kric�c�Ic:K��c�K�K�Kak�c�c�calc�ic%9c:KKK}kXc�K�c�lc�K�K�K�Ic�K�K�c�ic�iak�lc�lc�i:��Ic�k�k�K�taK�laiaic�ic�K�K�lc�1c%c�K�lc�laK�k:4c:K�ic�Ic�IcaK
Mar 2 Lane 2 �K�c
----------------------------------------------------------------------------------------
Begin 00 01 02 03 0-1 05 06 07 08 09 10 11
00 0 0 0 2 1 1 8 43 31 17 7 5
15 1 0 0 0 0 2 14 Al. 227 14 12 13
30 0 3 0 0 0 3 24 38 19 11 12 17
A.5 0 0 1 0 2 6 28 29 25 19 15 16
____ _--- —_-- ---- _—__ —__— ____ ____ --__ —___
1-Ir TatEL3. 1 3 1 2 3 12 74 151 102 61 46 51
�K�k kc�c%K%lc�lc�lc%K�1c�Ic�Oc�K�lc�K�ic�Ialc�K>K:K�IaK�lc>K�k%K%K%K�K�1c:K�c�1c�lc�c�K�k�Ic�lc*�c�k�K�ic�K%K�Ic�K�laic�K�K�Ic:K�k�Kac�icac%K�Ic�K ac�Ic�C�c�lc�K�lalc�lc%K:IC�Ic:K�K�Ic%K
"— Begin 12 13 14 15 16 17 18 19 20 21 22 23
00 20 17 21 14 11 19 14 0 0 0 0 0
_ IS 23 20 1s 1 O 22 12 9 0 0 0 0 0
30 22 13 15 15 16 15 . 7 0 0 0 0 0
A5 23 15 21 22 22 12 6 0 0 0 0 0
Hr Total 80 65 75 61 71 58 36 0 0 0 0 0
Total vo1urnc_ 961
AM prNILIC hour begins 07:00 AM PeELk volume . 151. Peals hour factor 0.68
PM pr.7ak hour brac.;J:i.ns 12:00 PM peals volume : eS Peals hour factor 0.96
I l • I I I •.I ! ! I I I . •I• I I I. • I 1 I
YEAR 1987 STA NO 132 7 YEAR 1987 STA NO 132 8
STATE OF CONNECTICUT STATE OF CONNECTICUT
DEPARTMENT OF 'TRANSPORTATION DEPARTMENT OF TRANSPORTATION
BUREAU OF PLANNING AND RESEARCH BUREAU OF PLANNING AND RESEARCH
PLANNING INVENTORY` AND DATA PLANNING INVENTORY' AND 'DATA
TRAFFIC RECORDER DATA TRAFFIC RECORDER DATA
TOWN OF S0. WINDSOR ROUTE 30 DIRECTION 8 TOWN OF SO. WINDSOR ROUTE 194 DIRECTION 8
LOC WEST OF COMMUNITY ROAD LOC N.W. OF COMMUNITY ROAD
DAY SUN MON TUES WED THUR FRI SAT DAY SUN MON TUES WED THUR FRI SAT
DATE 0 0 0 318 319 0 0 DATE 0 0 0 318 319 320 0
TYPE TYPE
HOUR 1987 ADT = 10600 HOUR 1987 ADT = 14600
BEG ############ ### BEG ### ##### #######
MID 0 0 D 0 60 0 D MID 0 0 0 0 121 105 0
IA 0 0 0 0 23 0 0 lA 0 0 0 0 48 67 0
2A 0 0 0 0 33 0 0 2A 0 0 0 0 40 46 0
34 0 0 0 0 15 0 0 3A 0 0 0 0 43 48 0
4A 0 0 0 0 34 0 0 44 0 0 0 0 79 71 0 '
5A 0 0 0 0 140 0 0 5A 0 0 0 0 204 210 0
6A 0 0 0 0 617 0 D 6A 0 0 0 0 838 825 0
7A 0 0 0 0 997 0 D 7A 0 0 0 0 1055 1056 0
8A 0 0 0 0 700 0 0 RA 0 0 0 0 836 843 0
9A 0 0 0 0 475 0 0 9A 0 0 0 770 691 0 0
1DA 0 0 0 436 D 0 0 IDA 0 0 0 720 692 0 0
11 A 0 0 0 525 0 0 0 11 A 0 0 0 754 727 0 0
12P 0 0 0 593 0 0 0 12P 0 0 0 862 872 0 0
1P n 0 0 553 0 0 0 iP 0 0 0 832 741 0 0
2P 0 0 r) 600 0 0 0 2P 0 0 0 962 947 0 0
3P 0 0 0 814 0 0 D 3P 0 0 0 1060 1035 0 0
4P 0 0 0 1019 0 0 0 4P 0 0 0 1259 1234 0 0
SP 0 0 0 1005 0 0 0 5P 0 0 0 1190 1143 0 0
6P 0 0 0 639 0 0 0 6P 0 0 0 897 925 0 0
7P 0 0 0 391 0 0 0 7P 0 0 0 697 647 0 0
8P D 0 0 276 0 0 0 8P 0 0 0 443 485 0 0
9P 0 0 0 257 0 0 0 9P 0 0 0 439 423 0 0
Inri 0 0 0 153 0 0 0 lop 0 0 0 247' 246 0 0
i1P 0 0 0 110 D 0 D i1P 0 0 0 184 173 0 0
TOT 0 0 U 7371 3099 0 0 TOT 0 0 0 11316 14245 3271 0
RECORDER l_27 24 HR - 10470 r; - 4 RECORDER 225 24 HR = 14580 G - 4
YEAR 1987 STA NO 132 9 YEAR 1987 STA NO 132 10
STATE OF CONNECTICUT STATE OF CONNECTICUT
DEPARTMENT OF TRANSPORTATION DEPARTMENT OF TRANSPORTATION
BUREAU OF PLANNING AND RESEARCH BUREAU OF PLANNING AND RESEARCH
PLANNING INVENTORY' AND DATA PLANNING INVENTORY* AND DATA
TRAFFIC RECORDER DATA TRAFFIC RECORDER DATA
TOWN OF SO• WINDSOR ROUTE 74 DIRECTION B TOWN OF SO. WINDSOR ROUTE 30 DIRECTION B
LOC N.E. OF ROUTE 30 LOC EAST OF ROUTE 74
DAY SUN MON TUES WED THUR FRI SAT DAY SUN MON TUES WED THUR FRI SAT
DATE 0 D 0 318 319 0 0 DATE 0 0 0 318 319 0 0
TYPE TYPE
HOUR 1987 AOT = 7200 HOUR 1987 ADT - 13000
BEG ### ##### #### BEG ########## ## ##
MID 0 0 0 0 50 0 0 MID 0 0 0 0 100 0 0
IA 0 0 0 0 21 0 0 IA 0 0 0 0 51 0 0
2A 0 0 0 0 22 0 0 2A o 0 0 0 44 0 l]
34 0 0 0 0 14 0 0 3A 0 0 0 0 36 0 0
4 A 0 0 0 0 is 0 0 4A 0 0 0 0 76 0 0
5A 0 0 0 0 119 0 0 5A 0 0 0 0 163 0 0
6A 0 0 0 0 517 0 0 6A 0 0 0 0 709 0 0
7A 0 0 0 0 647 0 0 7A 0 0 0 0 977 0 0
8A 0 0 0 0 479 0 0 BA 0 0 0 0 731 0 0
9 A 0 0 0 327 0 0 0 9A 0 0 0 596 0 0 0
IDA 0 0 0 221 0 0 0 10A 0 0 0 590 0 0 0
IIA 0 0 0 286 0 0 0 1 1 A 0 0 0 675 0 0 0
12P 0 0 0 275 0 0 0 12P 0 0 0 742. 0 D 0
1P 0 0 0 280 0 0 0 1P 0 0 0 695 0 0 0
2P 0 0 0 349 l] 0 0 2P 0 0 0 813 0 0 0
3P 0 0 0 553 0 0 0 3P 0 0 0 loll] 0 0 0
4P 0 0 0 756 0 0 0 4P 0 0 0 1200 0 0 0
5P 0 0 0 702 0 0 0 5P 0 0 0 1222' 0 0 0
6P 0 0 0 467 0 0 0 6P 0 0 0 827 0 0 0
7P 0 0 0 322 0 0 0 7P 0 0 0 534 0 0 0
8P 0 0 0 200 0 0 0 8P ❑ 0 0 398 0 0 0
9P ❑ 0 0 225 0 0 0 9P 0 0 0 332 0 l] 0
lop 0 0 0 139 0 0 0 lop 0 0 0 190 0 0 0
lip 0 0 0 97 0 0 0 11P 0 0 0 160 l] 0 0
TOT 0 0 0 5199 1884 0 0 TOT 0 0 0 9984 2887 0 0
RECORDER 220 24 HR = 7083 G - 4 RECORDER 255 24 HR = 12871. G - 4
I I I� I I I I• I I I I I I ' , . I I I• ';., I I I
YE AR 1987 ST A NO 132 11
STATE OF CONNECTICUT
DEPARTMENT OF TRANSPORTATION
BUREAU OF PLANNING AND RESEARCH
PLANNING INVENTORY• AND DATA
TRAFFIC RECORDER DATA
TOWN OF SO. WINDSOR ROUTE DIRECTION B
LOC BUCKL AND ROAD - SOUTH OF ROUTE 30
DAY SUN MON TUES WED THUR FRI SAT
DATE 0 0 D 318 319 0 0
TYPE
HOUR 1987 ADT = 13100
BEGa � ��
MID 0 0 0 0 107 0 0
lA 0 0 0 0 29 0 0
2A 0 0 0 0 31 0 0
3A 0 0 0 0 26 0 0
4A 0 0 0 0 35 0 0
5A 0 0 0 0 170 0 0
6A 0 0 0 0 756 0 0
7A 0 0 0 0 935 0 0
8A 0 0 0 0 741 0 0
9A 0 0 0 649 0 0 0
10A 0 0 0 572 0 0 0
11 A 0 0 0 607 0 0 0
12P 0 0 0 706 0 0 0 '
1P 0 0 0 711 0 0 0
2P 0 0 0 810 0 0 0
3P 0 0 0 986 0 0 0
4P 0 0 0 1161 0 0 0
5P 0 0 0 1131 0 0 0
6P 0 0 0 885 0 0 0
7P 0 0 0 659 0 0 0
8P 0 0 0 405 0 0 0
9P 0 0 0 431 0 0 0
lop 0 0 0 239 0 0 0
11P 0 0 0 170 0 0 0
TOT 0 0 0 10122 2830 0 0
RECORDER 219 24 HR = 12952 G - 4
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
IDENTIFYING INFORMATION
---------------------------------------------------------------------
AVERAGE RUNNING SPEED, MAJOR STREET. . . . . . . . . . . . . . 30
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9
AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 150000
NAME OF THE EAST/WEST STREET. . . . . . . . . . . . . . . . . . . . . Site Drive
NAME OF THE NORTH/SOUTH STREET. . . . . . . . . . . . . . . . . . . Community Road
NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DLS
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . . . . . . . . . . . . . 03/21/88
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1990 PM - Combined
INTERSECTION TYPE AND CONTROL
---------------------------------------------------------------------
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: NORTH/SOUTH
CONTROL TYPE WESTBOUND: STOP SIGN
TRAFFIC VOLUMES
---------------------------------------------------------------------
EB WB NB SB
---- ---- ---- ----
LEFT -- 33 0 39
THRU -- 0 160 82
RIGHT -- 41 32 0
— NUMBER OF LANES
---------------------------------------------------------------------
EB WB NB SB
------- ------- ------- -------
LANES -- 1 1 1
ADJUSTMENT FACTORS Page-2
---------------------------------------------------------------------
PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
------- ---------- ---------------- -----------------
EASTBOUND ----- --- --- -
WESTBOUND 0.00 90 20 N
NORTHBOUND 0.00 90 20 N
SOUTHBOUND 0.00 90 20 N
VEHICLE COMPOSITION
---------------------------------------------------------------------
% SU TRUCKS % COMBINATION
AND RV'S VEHICLES % MOTORCYCLES
----------- ------------- -------------
EASTBOUND --- --- ---
WESTBOUND 0 0 0
NORTHBOUND 0 0 0
SOUTHBOUND 0 0 0
CRITICAL GAPS
---------------------------------------------------------------------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
-- (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
-------------- -------- ----------- ------------
MINOR RIGHTS
WB 5.50 5.50 0.00 5 .50
MAJOR LEFTS
SB 5.00 5.00 0.00 5.00
MINOR LEFTS
WB 6.50 6.50 0.00 6.50
CAPACITY AND LEVEL-OF-SERVICE Page-3
---------------------------------------------------------------------
POTEN- ACTUAL
FLOW- TIAL MOVEMENT SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
p M SH R SH
------- -------- --------- ------------ ------------ ---
MINOR STREET
WB LEFT 40 613 594 > 594 > 554 > A
_ > 730 > 640 >A
RIGHT 50 895 895 > 895 > 845 > A
MAJOR STREET
SB LEFT 48 972 972 972 925 A
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
IDENTIFYING INFORMATION
---------------------------------------------------------------------
AVERAGE RUNNING SPEED, MAJOR STREET. . . . . . . . . . . . . . 30
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9
AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 150000
NAME OF THE EAST/WEST STREET. . . . . . . . . . . . . . . . . . . . . Sullivan Ave.
NAME OF THE NORTH/SOUTH STREET. . . . . . . . . . . . . . . . . . . Community Road
NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DLS
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . . . . . . . . . . . . . 03/21/88
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1990 PM - Combined
INTERSECTION TYPE AND CONTROL
---------------------------------------------------------------------
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE NORTHBOUND: STOP SIGN
TRAFFIC VOLUMES
---------------------------------------------------------------------
EB WB NB SB
---- ---- ---- ----
LEFT 0 0 194 --
THRU 452 189 160 --
RIGHT 121 41 4 --
NUMBER OF LANES
---------------------------------------------------------------------
EB WB NB SB
LANES 1 1 1 --
ADJUSTMENT FACTORS Page-2
---------------------------------------------------------------------
PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
------- ---------- ---------------- -----------------
EASTBOUND 0.00 90 20 N
WESTBOUND 0.00 90 20 N
NORTHBOUND 0.00 90 20 N
SOUTHBOUND ----- --- ---
VEHICLE COMPOSITION
---------------------------------------------------------------------
% SU TRUCKS % COMBINATION
AND RV'S VEHICLES % MOTORCYCLES
----------- ------------- -------------
-- EASTBOUND 0 0 0
WESTBOUND 0 0 0
NORTHBOUND 0 0 0
SOUTHBOUND --- --- ---
CRITICAL GAPS
---------------------------------------------------------------------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
-------------- -------- ----------- ------------
MINOR RIGHTS
NB 5.50 5.50 0.00 5.50
MAJOR LEFTS
WB 5.00 5.00 0.00 5.00
MINOR LEFTS
NB 6.50 6. 50 0.00 6.50
CAPACITY AND LEVEL-OF-SERVICE Page-3
---------------------------------------------------------------------
POTEN- ACTUAL
FLOW- TIAL MOVEMENT SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
p M SH R SH
------- -------- --------- ------------ ------------ ---
MINOR STREET
NB LEFT 237 322 322 > 322 > 85 > E
> 325 > 83 >E
RIGHT 5 577 577 > 577 > 572 > A
MAJOR STREET
WB LEFT 0 606 606 606 606 A
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
IDENTIFYING INFORMATION
---------------------------------------------------------------------
AVERAGE RUNNING SPEED, MAJOR STREET. . . . . . . . . . . . . . 30
PEAKHOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9
AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 150000
NAME OF THE EAST/WEST STREET. . . . . . . . . . . . . . . . . . . . . Route 30
NAME OF THE NORTH/SOUTH STREET. . . . . . . . . . . . . . . . . . . Community Road
NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DLS
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . . . . . . . . . . . . . 03/21/88
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1990 PM - Combined
INTERSECTION TYPE AND CONTROL
---------------------------------------------------------------------
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE SOUTHBOUND: STOP SIGN
TRAFFIC VOLUMES
---------------------------------------------------------------------
EB WB NB SB
---- ---- ---- ----
LEFT 174 0 -- 1
THRU 803 323 -- 82
RIGHT 121 17 -- 114
— NUMBER OF LANES
---------------------------------------------------------------------
EB WB NB SB
------- ------- ------- -------
LANES 1
ADJUSTMENT FACTORS Page-2
---------------------------------------------------------------------
PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
------- ---------- ---------------- -----------------
EASTBOUND 0.00 90 20 N
WESTBOUND 0.00 90 20 N
NORTHBOUND ----- --- --- -
SOUTHBOUND 0.00 90 20 N
VEHICLE COMPOSITION
---------------------------------------------------------------------
% SU TRUCKS % COMBINATION
AND RV'S VEHICLES % MOTORCYCLES
----------- ------------- -------------
EASTBOUND 0 0 0
WESTBOUND 0 0 0
NORTHBOUND --- --- ---
SOUTHBOUND 0 0 0
CRITICAL GAPS
---------------------------------------------------------------------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
-------------- -------- ----------- ------------
MINOR RIGHTS
SB 5.50 5.50 0.00 5.50
MAJOR LEFTS
EB 5.00 5.00 0.00 5.00
MINOR LEFTS
SB 6.50 6.50 0.00 6. 50
CAPACITY AND LEVEL-OF-SERVICE Page-3
---------------------------------------------------------------------
POTEN- ACTUAL
FLOW- TIAL MOVEMENT SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
— p M SH R SH
------- -------- --------- ------------ ------------ ---
MINOR STREET
SB LEFT 1 117 95 > 95 > 93 > E
> 688 > 548 >A
RIGHT 139 729 729 > 729 > 589 > A
MAJOR STREET
EB LEFT 213 816 816 816 603 A
g
o
FUSS&OTIE1LL
consulting engineers
February 9, 1988
Ms. Marcia Banach
Town Planner
Town of South Windsor
1540 Sullivan Avenue
South Winsor, CT 06074
RE: Wapping Community Church
Construction of 8, 180 Square Foot Addition
Dear Ms. Banach:
to
We hav
e examined the traffic impact of the proposed addition and
the Wapping Community Church located
co nersenintersection in the,
Sullivan
Ellington Road, north of the five
Town of South Windsor.
The addition is being constructed adjacent to the
existing
church building and will provide additional classroom
project, the
nd
meeting space for the church.
As part of this p j
existing parking lot at the north end of the sitewill
bthe
restructured to provide 75 parking spaces. A present,
P
arking lot is serviced by two full movement driveways to
Sullivan Avenue, and the proposal shows that
rn
driveway will be utilized to access the main parking area.
he
dr y will be changed to
reconstructed southerly driveway
ate
for the purpose of dropping off
one way entering traffic only parking spaces
handicapped persons or utilizing the handicapped P g P
adjacent to the building. The geometrics of the driveway
ed
entrance have been improved and parking has beenwilllallowtqueues
immediately adjacent to the travel way. This
to be formed prior to exiting the site to Sullivan Avenue.
Access to Ellington Road will remain essentially unchanged,
although the driveway providing will be reconstructed, p g a
new
pavement surface and better curb line definition.
Current peak hour generation at the church is minimal, since
weekday evenings.
church activities occur mainly on weekends and
who are
There is some usage of the parking lot
by the peak hours. There is
forming carpools/vanpool group g
no change anticipated in the commuter use of the site.
210 MAIN STREET I MANCHESTER, CONN. 06040 / TELEPHONE (203)646-2469
MANAGEMENT•WASTE WATER SYSTEMS•EROSION CONTROL•WATER SYSTEMS•HYDROLOGY aWDRAINAGE
KSIMANAGEMENM•S 0 SITE
IDROGENNING
SOLID WASTE r i •TRANSPORTATION and TRAFFIC
- . . .� - nr,:�rc c . ciluvFYING 0 LaNDSCAPE AR.,H,TECTl1RE
-�o
F,SS&-NBLL
In summary, the facility currently generates traffic during
off-peak hours, with limited generation during commuter peaks,
mainly by formation of carpools by commuters in the parking lot.
This usage is expected to continue, with no increase due to the
unrelated church addition. The reconstuction of the parking lot
will change the Sullivan Avenue access to a single driveway
located at the current north driveway location. This driveway
will be restructured and provide better geometric access between
Sullivan Avenue and the site. The second driveway will become
one way inbound, and will be utilized for handicapped access
only. The Ellington Road driveway is reconstructed in place.
For these reasons, we feel that the construction of the 8, 180
square foot addition to the existing church facility will have a
minimal impact on the roadways surrounding the site during the
commuter peak hours. During the peak operations of the church,
the reconstructed facility provides better access, and therefore
favorable impact on the traffic patterns will result.
Very truly yours,
4Ste en F. Mitchell, P.E.
Director of Traffic Section
pig
0209ATRF
87-65
O �
e �
x 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074
R-co �w AREA CODE 203/644-2511
March 17, 1988
Mr. John M. Moran, Jr. , Chairman
South Windsor Inland Wetlands Agency/Conservation Commission
1540 Sullivan Avenue
South Windsor, CT 06074
RE: WAPPING COMMUNITY CHURCH, APPLICATION REVIEW
Dear_ Mr. Moran:
The soils within the proposed construction area are of the
Manchester Classification, a non wetland soils, as shown. The
proposal is for a 15" storm water discharge into Plum Gulley
Brook. This would be the regulated activity, Section 5.1, 5 .2
& 5 . 3 .
A simplified summary would be that they propose to erect an
addition to their existing building and relocate the parking
area, about 70,000 sq. ft. disturbed and then made impervious.
Their proposal includes picking up the storm and foundation
drainage and discharging it into the Plum Gulley Watershed and
floodplain without detention. The natural direction of flow
would be towards the five corners and down an inadequate system
in Ellington Road to the Podunk Watershed.
If a permit were to be considered, the following conditions might
be appropriate.
1 . All the rights and/or permits from N/F Cavaliere.
2 . An approval from the appropriate agencies to permit the
discharge from another watershed.
3 . Modifications to the plans to include a barrier at Ellington
Road to prohibit traffic on the driveway until it is paved.
Riprap through and across the Plum Gulley Brook in the area
of discharge and Item 3 in the construction schedule and E&S
notes 'as soon as possible' is too vague.
R
Mr. John M. Moran, Jr. , Chairman
South Windsor Inland Wetlands Agency/Conservation Commission
RE: Wapping Community Church Application Review
Page 2.
4 . The anti tracking apron shall be as shown.
5 . A $3,000 bond might be adequate to assure compliance with the
plans .
Very truly yours,
A. Bowen Davies
Deputy Town Engineer
ABD/jsv
Enclosure
cc: Wapping Community Church
Michael J. Gantick, Director of Public Works
Marcia A. Banach, Director of Planning
IWA/CC File
C ~ T-0 S-OUM ?d&&416-0t
e �
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
��osoR.CO � AREA CODE 203/644-2511
April 26, 1988
Wapping Community Church
1790 Ellington Road
South Windsor, CT 06074
Gentlemen:
At the April 25, 1988 meeting, the South Windsor Inland Wetlands
Ag ncy/Conservation Commission approved with conditions
Application #88016W.
The following conditions must be adhered to for this permit to be
valid:
1. Consult with the State as to the viability of making the
crossing of Ellington Road to Plum Gulley further (north at
the Town Hall entrance) where there currently is a
crossing.
2 Plans must show a cross section of sewer pipe located on
Ellington Road.
3. A more detailed description of the installation of th
outlet structure and plunge pool. Also show how the brook
will be protected and stabilized on the easterly bank.
4 . Modifications to the plans to include a barrier at
Ellington Road to prohibit traf f is on the driveway until it
is paved. , Item 3 in the construction schedule and E&S
measures notes "as soon as possible" should be defin d.
5 . All the rights and/or permits from N/F Cavaliere.
6 . Approval from the appropriate agencies to permit th
discharge from another watershed.
7 . The anti tracking apron shall be as shown with th railroad
ti s rr moved.
Wapping Community Church
1790 Ellington Road
South Windsor, CT 06074
Page Two
8. We recommend a bond in the amount of $3000.00 to be
submitted to Planning & Zoning Commission to ensure
compliance with Erosion and Sedimentation Control Measures.
9 . Three ( 3) blueprint copies of the approved map with all
modifications must be submitted to the IWA/CC within 65
days for review.
10 . Construction activities shall be subject to the approval
of the Town Engineer.
11 . The application shall indemnify and hold harmless the Town
of South Windsor against any liability which might result
from the proposed operation or use.
12. The permit is valid for one year and shall expire April 25,
1989 .
Very truly yours,
John M. Mor , Jr.
Chairman
Inland Wetlands Agency/
Conservation Commission
JMMJr. /pmm
cc: A.B. Davies, Deputy Town Engineer
Raymond Hallowell, Chairman, Planning & Zoning Comm.
Building Department
Marcia Banach, Director of Planning
PLANNING DEPARTMENT
IN-HOUSE REFERRAL FORM
TO: Karl Reic hle, Mike Cwvlti&, Mel Stead, FYed Shaw,
Date: 31a9/��
Ric3�atd J. Sartor, Gary Tyler, Fire John Shemo
TROM: Marcia A. Banach, Director of Planning
The Planning & Engineering Departments have received plans for the
following project:
Subdivision .= Site Plan
Residential Commercial
Industrial
Location:
Project Description: 7, 170
�p•L /� Gt�G -
Future Town-owned property involved? YES �_ NO
(a) new streets ( existing frontage also)
(b) new open space/recreation area
active passive
(c) new detention area
Planning Department comments :
Please let me know by yla9 hy if you will have comments on
this application so that I can follow up with your department when I
do a Planning Department report.
/V v�►
Q 4, CG/C t.�Ici�j(a� v
C/�". "r� l���J ��u`-l C� S"f.L- Q�/i�� C- �. C�12 b1✓'l n`."' .
May 16, 1988
M E M O R A N D U M
TO: Marcia A. Banach, Director of Planning
FROM: Michael J. Gantick, Director of Public Works
RE: Engineering Review
Wapping Community Church Addition
Attached please find the SEA Engineering review comments
pertaining to the subject project.
If you have any questions please contact me.
Enclosure
MJG/jsv
cc: Engineering Department
PZC Correspondence
SEA Consultants Inc.
April 19, 1988
Engineers/Architects
Principals
Arnold B.Goldstein,P.E.
Frederick G.Aufiero,P.E. Mr. Michael J. Gantiek, P.E.
Robert M.Brandon,A.I.A. Director of Public Works
Stephn H.Geribo,P.E.
David T. Town of South Windsor
David Goodemote,P.E.
Bruce E.Soul ,RE. 1540 Sullivan Avenue
Kenneth M.Stewart,PE. South Windsor, Connecticut 06074
Anthony J.Zuena,P.E.
,associates Re: Wapping Community Church Addition
Steven L.Bernstein,P.E. Job No. 88126.24
Paul F.Gabriel,P.E.
Mark Gould,P.E. Task Order No. 24
Michael S.Schultz,P.E.
Arthur A.Spruch,PE. Dear Mr. Gantick:
Paul C.Ross,P.E.
As requested, S E A Consultants Inc. has reviewed the following for the
above referenced project:
Sheet No. Title Prepared By Date
1 of 7 Property Map Fuss O'Neill Inc. 7-87
2 of 7 Layout Plan it 3-88
3 of 7 Grading & Utility
Plan IT It
4 of 7 Profile ►t tt
5 of 7 Landscaping Plan It n
6 of 7 Conservation Plan it tt
7 of 7 Details IT tt
Drainage Calculations
& Narrative it 2-88
Floor Plans Moser, Pilior, Nelson It
Elevations it it
This information was reviewed for compliance with the Town of South
Windsor and Zoning Regulations dated July 24, 1972, and standard engineer-
ing practice. We note the following:
850 Silas Deane Highway Section 4.13.2.3 PLOT PLAN
Wethersfield,CT 06109-3412
(203)721-7993
485 Massachusetts Avenue
d. All existing and proposed outside lighting should be shown on
the lan.
Cambridge,MA 02139-4018 p
(617)497-7800
Citicorp Park W st
100 Foden Road
South Portland,ME 04106-2319
(207)775-2281
r
I
Mr. Michael J. Gantick, P.E.
S E A Consultants Inc. April 19, 1988
Engineers/Architects Page Two
e. The proposed drainage easement along Ellington Road should
indicate grantor and grantee.
g. All monumented points within the site should be coordinated
and appear in tabular form on the plan.
i. The plot plan appears to be labeled "Layout Plan." In accor-
dance with this section the map should be entitled "Plot Plan."
Section 4.13.2.4 TOPOGRAPHIC MAP
b. Curbing lines should be labeled and pavement widths shown
on the map.
e. Existing wooded areas indicated by foliage lines should be
included.
j. This map should be entitled "Topographic Map."
Section 4.13.6 CONSERVATION PLAN
1. The following note should be added to the construction sche-
dule:
"Construction of roadway and all utilities shall conform to
standards and specification of the town of South Windsor
Department of Engineering."
2. An anti-tracking apron should also be shown at the Ellington
Road driveway entrance.
3. Who will be responsible for maintaining the impact basin after
construction?
4. Soil types and boundaries should be delineated on the plan.
GENERAL COMMENTS
1. The size of the proposed pvc sanitary sewer lateral should be
indicated on the topographic map.
2. Grading is proposed onto Town of South Windsor property along the
north property boundary. Slope rights will have to be obtained from
the Town and should be indicated on the plans.
3. The note regarding the requirement of a state permit along Ellington
Road should identify the purpose of the permit.
Mr. Michael J. Gantick, P.E.
SEA Consultants Inc. April 19, 1988
Englneers/Archit cts Page Three
4. Proposed drainage structures AD #2 and AD #3 indicate less than
the Town's minimum requirement of two feet of cover over pipes.
5. Legends indicating drainage structures, pipes, grades etc. should
be included on the plans.
6. Riprap type should be identified in the section of the impact basin
on the detail sheet.
7. Pre- and post-development peak discharge rates for the site during
the 2, 10, 25, 50, and 100 year storm events have not been included
in the drainage calculations. Therefore, the drainage design review
cannot be completed until these discharge rates are provided.
8. The drainage narrative indicates a discharge increase of 3 efs from
the site for the 100 year storm frequency. The narrative also
indicates that there are no alternatives on the site which would
allow the construction of a detention structure. Also, the high
groundwater table prevents the usage of any infiltration system.
Therefore, the plan indicates direct discharge into Plum Gulley
Brook without detaining proposed flows. The report concludes by
comparing the increase of 3 cfs with the 100 year flow of 1500
efs for Plum Gulley Brook as being negligible to the existing drainage
system.
9. Since the time of concentration for Plum Gulley Brook is significant-
ly longer than the to of the site, the flow increases projected for
the 100 year storm frequency should have minimal effect to existing
conditions.
10. A typical cross section of the proposed pavement should be shown
on the plans.
If you should have any questions, please do not hesitate to call me.
Very truly yours,
S E A Consultants, Inc.
0 am es R. Bancroft, P.E.
JRB:mp
<011 N a
y r 0 `�•
o �
C U
1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074
oe•co AREA CODE 203/644-2511
May 18, 1988
Earle H. Smith, Jr.
Wapping Community Church
1790 Elllington Road
South Windsor, CT 06074
Re: Application #88-016, Wapping Community Church Site Plan
Dear Mr. Smith:
Attached is a copy of comments from the Planning and Engineering
Departments regarding the above-referenced application. Please
make the necessary revisions to the plans and submit 6 complete
sets (including architectural elevations, landscaping plans,
etc. ) to the Planning Department.
If you have any questions regarding the comments or the
procedure, please contact me.
Very truly yours,
Marcia A. Banach
Director of Planning
cc: Town Engineer
WAPPING COMMUNITY CHURCH - PLANNING DEPT. REVIEW COMMENTS
Data Block:
- Parking formula should reflect office parking
requirements as one space per 125 ft2; Parking waiver can
be requested if needed
Plot plan:
Building line at north end of site should be side yard,
not rear yard
- Has a variance been obtained to add onto a nonconforming
building?
Show outside lighting on plot plan
A-2 Certification needed
Topographic map:
- show pavement widths
- A-2 certification needed
Date: May 19, 1988
Raymond F. Hallowell, Chairman
Planning and Zoning Commission
Town of South Windsor
1540 Sullivan Avenue MAY 19 1988
South Windsor, CT 06074
South Windsor
Dear Chairman Hallowell: Planning & Zoning Commission
RE: Application #88-016 Name Wapping Community Church
The applica t, Wa in CommunityChurch , hereby
requests a� extension o e action a e wi respect to
the above re erenced application, to June 8.
Very T2:Lgru Yours,
r
Earle Smith, Chairman
Building Committee
Wapping Community Church
ml
VdA" ' a
1700 KLLIN TON It AD, SOUTH WINDSOR, C NNUCTICUT 06074 UNITRD CHURCH F CHRIST
The Rev. Dr. Melvin G. Williams, Interim Senior Minister CHURCH MOMS
The Rev. James R. Kansenj Minister of Christian Education 644-0833
June 2, 1988
Town of South Windsor
1540 Sullivan Avenue
South Windsor, CT 06074
Attention: Richard Sartor, Town Manager
Dear Mr. Sartor:
In a letter to us dated May 18, 1988 concerning Wapping
Community Church site plans (application #88-016) , Ms. Marcia
Ba nach asked us to make revisions to the plans as set forth
by SEA Consultants Inc. One of their comments concerns the
proposed grading onto the Town property adjacent to our north
boundary and notes that slope rights should be obtained from
Lhe Town.
This letter is a request to the Town of South Windsor
for slope rights which would give us permission to grade the
'Town property.
Sincerely,
Earle H. Smith, Jr.
Chairman, Building Committee
Wapping Community Church
y r Tio 07Sau� T)&U&10t
o
C V
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
OR•co AREA CODE 203/644-2511
June 2, 1988
6.
Wapping Community Church
1790 Ellington Road
South Windsor, CT 06074
re: Application #88016W
Gentlemen:
It has been noted that Modification #1 as limited in our April 26,
1988 approval letter for the above-referenced application is
incorrect. Modification #1 of said letter is hereby corrected to
read, "Consult with the State as to the viability of discharging
to Plum Gulley further (north at the Town Hall entrance) where
there currently is a crossing. "
We regret any inconvenience this may cause, and appreciate your
cooperation in making the necessary revisions.
Very truly yours,
-117
ohn M. Moran, Jr. , Chairman
Inland Wetlands Agency/
Conservation Commission
JMMJr. /pmm
cc: A.B.Davies, Deputy Town Engineer
Raymond Hallowell, Chairman, P&Z
John R. Collins, Chief Building Official
Marcia A. Banach, Director of Planning
Michael Gantick, Director of Public Works
SEA Consultants Inc.
Engln era/Architects
Principals
Arnold B.Goldstein,P.E.
Fred rick G.Aufiero,P.E. Mr. Michael J. Gantick, P.E.
Robert M.Brandon,A.I.A. Director of Public Works
Stephen H.Geribo,P.E. Town of South Windsor
David T.Goodemote,P.E.
Bruce E.Soule,P.E. 1540 Sullivan Avenue
Kenneth M.St wart,P.E. South Windsor, Connecticut 06074
Anthony J.Zu na,P.E.
Associates Re: Wapping Community Church Addition
Steven L.Bernstein,P.E. Job No. 88126.24
Paul F.Gabri I,P.E.
Mark Gould,P.E. Task Order No. 24
Micha IS.Schultz,P.E.
Arthur A.Spruch,P.E. Dear Mr. Gantick:
Paul C.Ross,P.E.
As requested, S E A Consultants Inc. has reviewed the following for the
above referenced project:
Sheet No. Title Prepared By Date
1 of 7 Property Map Fuss O'Neill Inc. 7-87
2 of 7 Layout Plan " 3-88
3 of 7 Grading & Utility
Plan
4 of 7 Profile � rt
5 of 7 Landscaping Plan
6 of 7 Conservation Plan
7 of 7 Details " �t
Drainage Calculations
& Narrative " 2-88
Floor Plans Moser, Pilior, Nelson it
Elevations IN it
This information was reviewed for compliance with the Town of South
Windsor and Zoning Regulations dated July 24, 1972, and standard engineer-
ing practice. We note the following:
850 Silas Deane Highway Section 4.13.2.3 PLOT PLAN
Wethersfield,CT 06109-3412
(203)721-7993
All existing and proposed outside lighting should be shown on
485 Massachusetts Avenue the plan.
Cambridge,MA 02139-4018
(617)497-7800
Citicorp Park West
100 Foden Road
South Portland,ME 04106-2319
(207)775-2281
e
Mr. Michael J. Gantick, P.E.
SEA Consultants Inc. April 19, 1988
Engln rs/Architects Page Two
The proposed drainage easement along Ellington Road should
indicate grantor and grantee.
All monumented points within the site should be coordinated
and appear in tabular form on the plan.
The plot plan appears to be labeled "Layout Plan." In accor-
dance with this section the map should be entitled "Plot Plan."
Section 4.13.2.4 TOPOGRAPHIC MAP
Curbing lines should be labeled and pavement widths shown
l on the map.
Existing wooded areas indicated by foliage lines should be
included.
This map should be entitled "Topographic Map."
Section 4.13.6 CONSERVATION PLAN
The following note should be added to the construction sche-
dule:
"Construction of roadway and all utilities shall conform to
standards and specification of the town of South Windsor
Department of Engineering."
An anti-tracking apron should also be shown at the Ellington
Road driveway entrance.
Who will be responsible for maintaining the impact basin after
construction?
Soil types and boundaries should be delineated on the plan.
GENERAL COMMENTS
The size of the proposed pvc sanitary sewer lateral should be
indicated on the topographic map.
Grading is proposed onto Town of South Windsor property along the
north property boundary. Slope rights will have to be obtained from
the Town and should be indicated on the plans.
The note regarding the requirement of a state permit along Ellington
Road should identify the purpose of the permit.
w
Mr. Michael J. Gantick, P.E.
SEA Consultants Inc. April 19, 1988
Engineers/Architects Page 'Three
Proposed drainage structures AD #2 and AD #3 indicate less than
the Town's minimum requirement of two feet of cover over pipes.
�- Legends indicating drainage structures, pipes, grades etc. should
be included on the plans.
Riprap type should be identified in the section of the impact basin
on the detail sheet.
Pre- and post-development peak discharge rates for the site during
the 2, 109 259 50, and 100 year storm events have not been included
in the drainage calculations. Therefore, the drainage design review
cannot be completed until these discharge rates are provided.
8. The drainage narrative indicates a discharge increase of 3 cfs from
5� the site for the 100 year storm frequency. The narrative also
indicates that there are no alternatives on the site which would
allow the construction of a detention structure. Also, the high
groundwater table prevents the usage of any infiltration system.
Therefore, the plan indicates direct discharge into Plum Gulley
C4, Brook without detaining proposed flows. The report concludes by
comparing the increase of 3 cfs with the 100 year flow of 1500
cfs for Plum Gulley Brook as being negligible to the existing drainage
system.
9. Since the time of concentration for Plum Gulley Brook is significant-
ly longer than the tc of the site, the flow increases projected for
the 100 year storm frequency should have minimal effect to existing
conditions.
A typical cross section of the proposed pavement should be shown
on the plans.
If you should have any questions, please do not hesitate to call me.
Very truly yours,
S E A Consultants, Inc.
`� ��,.`
ames R. Bancroft, P.E.
JRB:mp
PLANNING AND ZONING COMMISSION - 1 - JUNE 71 1988
SPECIAL MEETING SOUTH WINDSOR TOWN HALL
MEMBERS PRESENT: Hallowell, Evans, Castro, Rossi, Montana,
Sorenson (after 8:25) , and Woodcock
ALTERNATES PRESENT: Hart (sitting for Sorenson until 8:25)
SPECIAL MEETING
CALL TO ORDER
PUBLIC PARTI
NEW B NESS
1. A 1. #88- P in CommunityChurch Site Plan north side
Five Corners
The applicant was represented by Earle Smith, Chairman of the Church
Building Committee, Project Manager Betsy Kaemmerlen of Fuss and
O'Neill Engineers, and Steve Nelson of Moser Pilon Nelson Architects.
After an introduction by Mr. Smith, Ms. Kaemmerlen provided data
regarding vehicular movements, utility hookups, soil analysis, and
grading. She said that the ZBA had approved this addition to a
nonconforming building but that a parking waiver was being requested.
Mr. Nelson then reviewed drawings and elevations of the proposed
addition, commenting that it had been designed with an eye toward
blending it in with the existing structure. Attachments A (Wapping
Church letter 6/2/88 requesting slope rights from the Town) and B
(drainage easement) were presented for the record.
Town Planner Marcia Banach presented the following report:
1 . Site size is 3.35 acres; new addition is 8180 sq. feet.
Total site building coverage will be 8.7%; 10% is allowed.
Proposed building height is 30' by our definition; 30'
allowed.
2. The new addition meets all Town setback requirements;
however, the existing offices encroach into the front yard
setback and a variance was obtained to allow an expansion.
3. Public water and sewer are available. WPCA approval is not
required.
4 . As indicated, on-site detention has not been provided as
there is no suitable area available and there is a nearby
watercourse capable of handling the increased discharge. The
proposed increase is 3 cfs during the 100-year storm into a
brook already carrying 1500 cfs, so it is anticipated that
the impact will be negligible. The Public Works Director has
indicated that he doesn't have a problem with this concept
but does wish to retain final say over the drainage for the
project.
PLANNING AND ZONING COMMISSION - 2 - JUNE 7, 1988
5. There are no regulated wetlands on the site. Conservation
Commission approval has been granted with the conditions set
forth in its April 26, 1988 letter (Attachment C) .
6 . The applicant proposes to provide a total of 85 parking
spaces. The parking formula as shown indicates that 166
spaces are needed. The Planning Department suggests the
formula might instead show parking at 1 / 250 sq. ft. for the
church and the new addition, and 1 / 125 sq. ft. for the 6000
sq. f t. of existing offices, for a total requirement of 107
spaces . (14,900 sq. ft. as place of assembly @ 1 / 250 = 60;
5928 sq. ft. as office @ 1/125 = 47 . ) Thus a waiver of only
22 spaces is requested.
7 . This addition should not result in additional traffic impacts
since the use is simply moving across the street. The church
generally uses the site at off-peak hours . The more
southerly curb cut on Sullivan Ave. will be modified to
enter-only for drop-off and handicap access. The main
driveway is being modified to a standard 24, driveway with
some queueing space available -- a feature which is presently
not available on the site. The driveways onto Ellington Road
will remain basically where they currently exist.
8 . Slope rights are required from the Town for parking lot
reconstruction. We do not anticipate a problem with
obtaining the required slope rights.
9 . Drainage rights are required for the drainage outlet as
proposed.
10. The landscaping plan is quite attractive and, in combination
with the architecture, should provide an attractive finished
site.
If approved, the Planning Department requests that:
1 . Slope rights be shown on the plot plan when obtained;
2 . The new concrete stairs to the existing office
building not encroach on the building line.
The only Engineering comment remaining was that the Engineering
Department wanted to retain final approval of the drainage system
prior to filing of the plot plan.
The F. A. Hesketh traffic report (Att. D) was entered into the
record.
Questions and discussion followed among Commission members regarding
vehicular access; curtailing drivers short-cutting through the church
parking area; and possible effects of discharging drainage into the
nearby brook. Mr. Sorenson returned and was briefed regarding the
presentation and reports. Mrs. Evans made a motion to approve the
application subject to the following modifications:
PLANNING AND ZONING COMMISSION - 3 - JUNE 71 1988
1 . Prior to commencement of any site work, a meeting must be
held with Town Staff.
2. No building permits will be issued until the final mylars
have been filed in the Town Clerk's Office.
3. This application is subject to the conditions of approval of
the Inland Wetlands Agency/Conservation Commission.
4 . An as-built plan is required prior to issuance of a
Certificate of Occupancy per Section 4 . 13 . 10 of the Zoning
Regulations.
5 . A landscape bond in the amount of $5000 is required and must
be submitted prior to filing of mylars .
6 . All plans used in the field by the developer must bear the
stamp and authorized signature of the Town of South Windsor.
7 . Slope rights to be shown on the plot plan when obtained.
8. Concrete stairs to the existing offices should not encroach
on the building line.
9 . Drainage is subject to approval of the Town Engineer.
10. Speed bump is to be installed across parking areas at
walkways to discourage through traffic.
11 . Additional plantings must be added to the north property
boundary abutting Town property as appropriate and as
approved by the Town.
Black and white transparent mylars of Sheets #1 and 2 with the above
modifications, together with three blueprint copies of the entire set
of plans, must be submitted to this Commission to be stamped and
signed. The letters of approval of this Commission, as well as the
Inland Wetlands Agency/Conservation Commission, must be reproduced on
the mylars .
After the mylars have been signed by the Commission, they will be
returned to you for filing in the Office of the Town Clerk within 90
days. After filing these plans, a copy of the receipt must be
submitted to the Planning Department.
Mrs. Montana seconded Mrs . Evans's motion with the above
modifications .
After some discussion, Mrs. Evans made a motion to amend her original
motion to include a requirement that additional plantings be added to
the north boundary abutting Town property as appropriate and as
approved by the Town. Mrs . Montana seconded, and this motion carried
unanimously.
The Commission th n voted on Mrs. Evans's original motion with the
amendment, which also carried unanimously.
�towN aa,�
yT OP S_OU� ?d&&46'0t
. U
. �1� 1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074
R•co�'� AREA CODE 203/644-2511
June 8, 1988
Wapping Community Church
1790 Ellington Road
South Windsor, CT 06074
Attn: Mr. Earle H. Smith, Jr.
Chairman, Building Committee
re: Appl . #88-16P - Same - Addition
Site Plan
Gentlemen:
We are pleased to inform you that the Planning and Zoning Commission
voted at its June 7, 1988 meeting to approve the captioned
application for a Site Plan of Development in accordance with
Drawings No. 1 through 7 of 7 prepared by Fuss & O'Neill revised
through 6-1-88, Project No. 87-65, and with the following
modifications:
1 . Prior to commencement of any site work, a meeting must be
held with Town Staff.
2 . No building permits will be issued until the final mylars
have been filed in the Toim Clerk's Office.
3 . This application is subject to the conditions of approval
of the Inland Wetlands Agency/Conservation Commission.
4 . An as-built plan is required prior to issuance of a
Certificate of Occupancy per Section 4 . 13 . 10 of the Zoning
Regulations.
5 . A landscape bond in the amount of $5000 is required and
must be submitted prior to filing of mylars .
6 . All plans used in the field by the developer must bear the
stamp and authorized signature of the Town of South
Windsor.
Wapping Community Church 2 June 8, 1988
7 . Slope rights to be shown on the plot plan when obtained.
8 . Concrete stairs to the existing offices should not encroach
on the building line.
9 . Drainage is subject to approval of the Town Engineer.
10 . Speed bump is to be installed across parking areas at
walkways to discourage through traffic.
11 . Additional plantings must be added to the north property
boundary abutting Town property as appropriate and as
approved by the Town.
Black and white transparent mylars of Sheets #1 and 2 with the above
modifications, together with three blueprint copies of the entire set
of plans, must be submitted to this Commission to be stamped and
signed. The letters of approval of this Commission, as well as the
Inland Wetlands Agency/Conservation Commission, must be reproduced on
the mylars .
After the mylars have been signed by the Commission, they will be
returned to you for filing in the Office of the Town Clerk within 90
days . After filing these plans, a copy of the receipt must be
submitted to the Planning Department.
Very truly yours,
PLANNING AND ZONI G COMMISSION
�i V(/ 'Ji(irr
R and F. Hallowell, Jr. �-
Chairman
cc: M. Gantick, Director of Public Works
F. Shaw, Supt. of Pollution Control
J. Collins, Chief Building Official
E. Belleville, Assessor
W. Lanning, Fire Marshal
M. Banach, Planning Director
Inland Wetlands Agency/Conservation Commission
Registrar of Voters
Architect/Engineer
Applicant
,0000PZC File
<°VON &C
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
i
t�vs AREA CODE 203/644-2511 uk qua
TO BE PUBLISHED IN THE JOURNAL INQUIRER SATURDAY,JUNE 11 , 1988
LEGAL NOTICE
TOWN OF SOUTH WINDSOR
PLANNING AND ZONING COMMISSION
At the June 7 , 1988 meeting, the Planning and Zoning Commission voted
to take the following actions:
1. Approve, with modifications, the application of the Wapping
Community Church for a Site Plan of Development for
property on the north side of the Five-Corners
intersection, west of Ellington Road and east of Sullivan
Avenue, RR Zone,
2 . Approve, with modifications, the application of LaCava
Construction Company for an Open Space Subdivision of
property east of Felt Road and west of Foster Street, AA-30
Zone.
3 . Approve, with modifications, the application of Kevin
Minguey for a Site Plan of Development for property on the
north side of Sullivan Avenue directly opposite Ann Field
Plaza, GC Zone.
Dated at South Windsor, Connecticut this 8th day of June, 1988 .
PLANNING AND ZONING COMMISSION
Raymond F. Hallowell, Jr. , Chairman
Marshall Montana, Secretary
66
r
CI'.
FUSS&O'NSM ItE IVIO
consulting engineers ()CT 5
V, Wo d 3L
Pat
s
.September 30, 1988
,:Victor J. LaBarre
Department of Transportation, District One
'1107 Cromwell Ave
.Rocky Hill, Connecticut 06067
RE: Wapping Community Church, South Windsor
Dear Mr. LaBarre:
We are proposing to divert 1.8 acres to a positive discharge at
Plum Gulley Brook rather than draining to Rte. 194. This will
only have a negligible effect on existing drainage structures
located downstream of the discharge on Plum Gulley Brook. The
drainage area above the discharge consists of approximately 750
acres while our site drainage area is approximately 3.4 acres.
Also, since the time of concentration is much larger for the
larger watershed than for the on-site drainage area the peak
'for the larger watershed will come alot later than the peak of
the on-site drainage area, further negating the effects of the
diversion.
In conclusion, the effects which the diversion will have on the
existing Plum Gulley Brook drainage system is negligible. And
finally, the diversion is not irreversible; if and when the
state' s project does occur. If you have any questions, please
feel free to call me.
Sincerely yours,
/)I I . 2_1
.ti
William D. O'Neill, .E. Dean E. Audet
President
/Pj g
87-65 Corres.
0927ADEA.3
GC /q; G�4-
146 HARTFORD ROAD / MANCHESTER, CONN. 06040 / TEL. (203) 646-2469, FAX. EXT. 307
SOLID WASTE MANAGEMENT•WASTE WATER SYSTEMS a EROSION CONTROL•WATER SYSTEMS HYDROLOGY and DRAINAGE SYSTEMS SITE PLANNING
HIGHWAYS and BRIDGES•SURVEYING•LANDSCAPE ARCHITECTURE TRANSPORTATION and TRAFFIC•PUBLIC WORKS MANAGEMENT•HYDROGEOLOGY
O
FVSS8c0'NEILL
consulting engineers
June21, 1988 1
John M. Moran, Jr.
Chairman
Inland Wetlands Agency D��"
Conservation Commission
Town-of South Windsor
1540 Sullivan Ave - t
South Windsor, CT 06074
Dear Mr. Moran:
We are submitting this letter along with our revised plans in
order to clarify our response to the conditions in your letter of
April 26, 1988.
1. The State will be consulted regarding the discharge to Plum
Gulley Brook via the existing culvert when an encroachment
f permit is sought.
2. The sewer pipe in Ellington Road is shown on the profile
sheet 4 of 7.
3. The impact basin is also shown on the profile and is depicted
in grater detail on sheet 7 of 7. The structure will be
constructed approximately ten feet from the brook with a
double row of haybales to protect it from sedimentation. The
rip rap outfall from the basin to the brook has been extended
to the opposite easterly bank; even though the erosive forces
from the church's discharge will be controlled within the
impact basin itself.
4. Barrier has been noted and Item 3 has been defined as within
30 days or as directed, see sheet 6 of 7.
5. Easement has been acquired.
6. Discharge permit to be obtained as necessary.
146 HARTFORD ROAD / MANCHESTER, CONN. 06040 / TEL. (203) 646-2469, FAX. EXT. 307
SOLID WASTE MANAGEMENT•WASTE WATER SYSTEMS•EROSION CONTROL•WATER SYSTEMS•HYDROLOGY and DRAINAGE SYSTEMS•SITE PLANNING
HIGHWAYS rd BRIDGES 9 SURVEYING 9 LANDSCAPE ARCHITECTURE•TRANSPORTATION and TRAFFIC•PUBLIC WORKS MANAGEMENT 9 HYDROGEOLOGY
-�o
FUSSUMELK
John M. Moran, Jr.
June 21, 1988
Page 2
7. The anti-tracking apron has been shown with ties removed, see
sheet 7 of 7.
8-12. Will comply.
Very truly yours,
William D. O'Neill, PE Betsy A. Kaemmerlen
President Landscape Architect
/pi g
cc: Earl Smith
Marcia Banach
87-65 Corres.
0621A88BAK1
t
o-P S ?d&zd4ot
4 �v 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
R.CO AREA CODE 203/644-2511
Mr. Earl Smi th
Wapping Community Church
1790 Ellington Road
South Windsor, CT 06074
RE: Preconstruction Meeting - Wapping Community Church t (C�
October 5, 1988 9:30 A.M.
IN ATTENDANCE
Name Company Telephone #
Marcia Banach Town of South Windsor 644-2511
Michael Gantick Town of South Windsor 644-2511
Karl Rei ch1 a Town of South Windsor 64 4-2511
Chris Nelson Conyers Construction 646-5775 work
8 75-4 735 Home
Miner C. Friend Wapping Community Church 528-2864
Earl a Smi th Wapping Community Church 64 4-1891
Fred Shaw Town of South Windsor 644-2511
Santo Tudisca Mitchell Trucking 528-4431
The following is a brief summary of points discussed during the
meeting.
Public Works
1 . All erosion and sedimentation control measures are to be in
lace prior to earth moving operations in each area and
maintained cleaned out during construction. Call
Zoning Wetlands Enforcement Officer for inspection when
measures are in place.
2. Four complete sets of approved/revised plans to be provided to
Town prior to start of construction. They will be stamped by
Planning Department along with plans developer needs.
3. The Public Works Department is to be notified forty-eight
(48) hours prior to the start of major construction work with
inspections and testing per Developers Checklist required for
the following:
a) After site is staked out
b) All drainage work
c) Preparation of subgrade, compaction tests as required by
the Town.
d) Preparation of subbase, six (6) inch lifts
e) Placement of bituminous concrete, 1 112 inch layers.
4. Certification of gravel used as subbase will be required by an
approved testing company.
5. No subgrade formation/base in frozen ground/snow. Same for
pipe/structure installation.
6. As built plans are to include horizontal and vertical location
of all underdrains, footing drains sanitary sewers located by
a certified land surveyor.
7. All topsoil stockpile areas to be protected (ringed with
haybales or equal) .
8. All pipe and structures to be backfilled with free draining
material, compacted in maximum one foot lifts with approved
compaction equipment.
9. During construction of the driveway a crushed stone tracking
pad is to be installed and maintained to minimize tracking of
dirt/gravel onto Foster Street. Calcium chloride is to be
used for dust control as required.
10. Any problems and/or questions regarding construction of this
project will be directed to Earle Smith or Chris Nelson, in
the field.
11 . Driveway to be paved with base course prior to issuance of
Certificate of Occupancy. No utility cuts after paving.
12. Developer/Contractor to submit mark-up print of any buryhol e
locations. To be shown on as-builts.
13. All filling to be done in accordance with Department of
Transportation specifications. To be compacted in maximum
lifts and tested as necessary.
14. Weekly job meetings will be held as needed.
15. Forty-eight (48) hours notice needed for Certificate of
Occupancy inspection. Two week review period (1 0 working
days) needed for all individual site (lot) plans prior to
issuance of building permit (may be longer if application is
incomplete) . See General Guidelines for Certificate of
Occupancy.
16. Only approved copies of lot site plans to be used. Any
proposed changes are to be presented to Engineering/Planning &
Zoning prior to implementation on change sheet.
17. DOT Permit needed for all work within state road. Copy to P &
Z.
18. Grading and transplanting of trees along Town property to b
coordinated with Karl Rei ch1 e, Superintendent of Parks and
Grounds.
19. No paving after October 15 without written approval from
Director of Public Works.
20. Hours of operation 7:00 A.M. - 5:00 P.M. , no work on Sunday.
Any pipe/structure work requires inspection prior to
backfilling.
Planning Department:
1 . Visible site - maintain all construction control measures.
2. Coordinate work near state roads with South Windsor Police
Department.
W.P. C.A.
1 . Additional connector fee of $400 to be assessed prior to
connection to sanitary sewers.
SNET/NU
1. Contact utilities for coordination of utilities connection.
Fire Marshal
1 . Blasting (if required) to be coordinated with the Fire
Marshal.
Police Department:
1 . Emergency phone numbers for the duration of the construction
must be provided to the Police Department on a company
letterhead. If the developer occupies or owns the building/s
after construction emergency numbers must be provided to the
Police Department.
2. Erect a temporary "Trucks Entering" sign on Sullivan Avenue.
Building Department:
1 . Plan review with Building Official/Fire Marshall required
prior to application for building permit. Coordinate with
Chief Building Official.
Very truly yours
0 .
Marcia A. Banach
Director of Planning
MAB/pmm
cc: A. Bowen Davies, Deputy Town Engineer
Gera 1 d Lewis, SWPD
Karl Rei ch1 e, Public Works
Mel Stead, Public Works
Michael J. Gan ti ck, Director of Public Works
Minh V. Le, SNET
Hal Clisby, CL&P
John R. Collins, Chief Building Official
Fred Shaw, Superintendent of Pollution Control
John E. McCahi l l, Zoning Enforcement Officer
Miner C. Friend, Wapping Community Church
Santo Tudisca, Mitchell Trucking
Chris Nelson, Conyers Construction Company
4..Alemo from
TOWN OF SOUTH WINDSOR
TOWN HALL
SOUTH WINDSOR, CONN.06074
F
TO Richard J. Sartor DATE 10/13/88
Town Manager
L
FOLD-
SUBJECT:
Signature card for Wapping Community Church
Please sign the attached signature card for two account which
have been opened at CBT For the Wapping Community Site Plan.
They recieved Planning and Zoning approval on 6/7/88 and have
opened accounts in the amounts of:
$5, 000. for landscaping
$3, 000. for IWA/CC
Thank you.
By Michele R. Lipe
Assistant PLanner
4� emo from
TOWN OF SOUTH WINDSOR
TOWN HALL
SOUTH WINDSOR. CONN. 06074
PZC
F
TO Wapping Community Church 10-14-88
c/o Barbara Klenke DATE
L
SUBJECT: Signature card
FOLD-
Mrs. Klenke,
I 'm told the reason for asking you to become involved with
this CBT card is that your signature is required (both spaces checked)
because fh&seJtjP*, joint accounts of the Church and the Town of South
Windsor. Please sign and forward to CBT in the stamped, addressed
envelope provided.
Thank you.
By
Toper, Ckmcordinq .
Tio�� apSou� ?&-Z�
O �
G U
1540 SULLIVAN AVENUE - SOUTH WINDSOR. CONN. 06074
���soe•co�'� AREA CODE 203/644-2511
January 17, 1989
Mr. Chris Nelson
Conyers Construction Co. Inc.
77 Tolland Turnpike
Manchester, CT 06040
RE: Wapping Community Church Construction
Dear Mr. Nelson:
Last Wednesday, Mr. Gantick, Public Works Director, Mr. McCahill,
Zoning Enforcement Officer, and myself visited your site and
encountered a condition that shall probably jeopardize
consideration of the Certificate of Occupancy for your site.
A little over three months ago, you participated in a
"Preconstruction Meeting" establishing the basic ground rules
expected during construction and inspection routine, to assure
compliance, quality control and allow construction to proceed in
an orderly manner. I presume your payment for services rendered
is probably regulated by acceptance to these standards by your
client and appropriate Town Commissions .
Our immediate focus was on the storm drain outf all area east of
Ellington Road, in and around Mr. Cavaliere's property. Our
observation was, the stone being used in Plum Gulley Brook was an
improper size, the impact basin was at the wrong elevation and
was supported on the 15" storm pipe and the integrity of the
unknown structure, damaged due to construction, had not been
restored.
The items in the October 5, 1988 outline highlight procedures and
concerns to be addressed during construction. No. 16 requires
approval of changes prior to implementation. There are no
requests in our public works or planning file. The Plum Gulley
Brook, at this point, probably collects storm water runoff from
over 3 ,000 acres and is funneled-through this narrow area. The
size of the rip rap was designed to hopefully prevent a scouring
effect and eroding Mr. Cavaliere's property further. The impact
basin has been constructed without adequate support at the
easterly end, which in time will probably cause a failure in the
pipe supporting it. Also the bottom of the basin was designed to
be about one foot above the brook bed.
Mr. Chris Nelson - 2 - January 17 , 1989
r
The hole in the unknown structure exposes us all to an unplanned
and unnecessary liability. This structure is outside any
indicated construction limits and to leave it open to the
elements for weeks isn't too clever. Most of the houses in
Wapping existed prior to the availability of municipal water and
wells were their domestic water supply. Using the worst case
scenario, presume, until you know better, that this is someone' s
water supply. You have certainly contacted your professional
engineer for a detailed report including recommendations and
perhaps a schedule for a connection to a municipal system, if
required. Ample time has passed to have this report available,
we would like a copy please. Also a copy of your daily log when
the hole occurred with your recommendation, for our records.
Please contact us prior to any restoration. No. 20 in the
preconstruction report goes on to require inspection prior to
backfilling. Our visit was per chance, not by request. The
filling was not being inspected and could raise additional
concerns as to what - else was -covered without inspection.- The
standard condition of approval by the Planning and Zoning
Commission requiring an as built drawing to be submitted for
approval prior to the issuance of a certificate of occupancy is
reinforced in Item #6 of the preconstruction letter indicating
the basic accuracy expected, Locating the buried utilites . This
is not a waivable matter. Construction was initiated with this
condition in effect, your engineer shall certify to that
accuracy.
As indicated earlier, searching our files we find no requests for
changes or modifications to the approved plans or standards from
either your client or yourself, as general contractors, since the
October meeting. It seems a safe conclusion would be to expect
no deviation up to this point, from the approved site plan.
In anticipation of additional work in the area around the outfall
at Plum Gulley Brook, please call us prior to this activity,
consistent with the October letter, so we can provide suitable
inspection. The inspector can be contacted at 644-2511, Ext.
257 . I can be reached at extension 240 .
Very truly yours,
A. Bowen Davies
Deputy Town Engineer
ABD/jsv
cc: Earle Smith
Michael J. Gantick, Director of Public Works
Marcia A. Banach, Director of Planning
John McCahill, Zoning Enforcement Officer
File
Enclosure
y r T-0 014C S ?d&UlAot
o �
9 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
��~osoR•co��� AREA CODE 203/644-2511
April 12, 1989
Wapping Community Church
1790 El-lington Road
South Windsor, CT 06074
Re: Application #88-16P - Conservation plan for proposed
addition and parking.
Dear Madam/Sir:
At the April 10, 1989 meeting, the South Windsor Inland Wetlands
Agency/Conservation Commission approved a one year extension of
Application #88-16P with all original conditions.
In addition to the original conditions you are also required to
contact John McCahill, Zoning/Wetlands Enforcement Officer (644-
2511, x229) immediately upon approval notification. This is to re-
confirm the contact person for the site and establish a site visit
with that person to verify all erosion and sedimentation control
measures are in place according to the plan.
Application #88-16P becomes effective May 19, 1989 and expires on
May 19, 1990.
Very truly yours,
ohn M. Moran, Jr. , Chairman
Inland Wetlands Agency/
Conservation Commission
immir. /pmm
cc:John E. McCahill, Zoning/Wetlands Enforcement Officer
Marcia A. Banach, Director of Planning
John R. Collins, Chief Building Official
Raymond Hallowell, Chairman, PZC
Jerry Iazzetta, Town Engineer
Enclosure
t 0,0 f q
O
C V
�Cd 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074
�'►'osoR.CO AREA CODE 203/644-2511
May 11 , 1989
Earl H. Smith, Jr. , Chairman
Building Committee
Wapping Community Church
1790 Ellington Road
South Windsor, Connecticut 06074
Re: Temporary Occupancy
Wapping Community Church
1790 Ellingotn Road
South Windsor, CT.
Dear Mr. Smith:
Please be advised that beneficial occupancy is hereby granted for
the use of the Multi-purpose Room at the above mentioned building
erected under Building Permit # 17320, May 11, 1989 .
No other occupancy is approved at this time, and occupancy of the
new area is not to commence until the permanent Certificate of
Occupancy has been issued.
Si
Now
John R. Collins
Chief Building Official
cc: Marcia Banach, Director of Planning
Jerry Iazetta, Town Engineer
C1 J (729
app uky,, C���� Tim"
1790 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074
C RICHARD S.TOSH,SENIOR MINISTER (203)644-0833
2 �� JAMES R.HANSEN,MINISTER OF CHRISTIAN EDUCATION
0c,
U n
ti : . . i ;.p 117
�RcH° $ „
SEP 20 1989
September 19, 1989
South Windsor
Planning & Zoning Commission
Planning and Zoning Commission
Town of South Windsor
South Windsor, CT 06074
Att: Mr. Raymond F. Hal 1 owel1 , Jr.
Dear Sir:
At thi s time the con structi on at the Wapping Church' s
new facility and the related work on the Town property
has been completed except for the second replacement of
three maple trees on town property.
Inasmuch as the value of the trees and the 1 abor to re-
place them amount to less than $1500, we are requesting
that the bond in the form of a bank account be reduced
from $5,000 to $1800 as soon as possible.
Yours very truly,
" �k, <Sx�� %"�.
Earle H. Smith, Jr.
Chairman, Building Committee
Wapping Community Church
EHS:emf
UNITED CHURCH OF CHRIST,CONGREGATIONAL
0110 st,<�
c If,
Tio 0-1 � �•
e �
1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
4�'SOR.CO AREA CODE 203/644-2511
November 9, 1989
Mr. Earle H. Smith
Wapping Community Church
1790 Ellington Road
South Windsor, CT 06074
Dear Mr. Smith:
RE: Wapping Community Church - $ 3,000 IWA/CC Bond
$ 5,000 Landscaping Bond
Please be advised that the above referenced bonds were released
by the Planning and Zoning Commission at their October 24, 1989
meeting.
Please make arrangements with the Planning Department at 644-2511
to pick up the bonds .
Very Truly Yours,
/
Marcia A. Banach
Director of Planning
cc: IWA/CC file
r r'
CWT" TD~Umit�t wuwk
1790 ELLINGTON ROAD SOUTH WINDSOR,CONNECTICUT 06074
,r RICHARD S.TOSH,SENIOR MINISTER (203)6"-0833
2 SANDRA T.BENJAMIN,ASSOCIATE MINISTER
LD
— et
O f✓
CyvRrµ of
September 18 , 1991OUR
Marsha Banach
Town Planner
1540 Sullivan Ave.
South Windsor, CT 06074
Dear Ms. Banach:
In response to a request from Don Mikkelson, a Property
Trustee of Wapping Church , I am writing to inform you that
Wapping Community Church will be using a room in the
sanctuary wing of our facility to sell SERRV products as an
ongoing fundraiser for local church and global mission.
SERRV is a nonprofit international mission program sponsored
by Church World Service. The products are produced by
handcrafters from 44 third world nations. They are marketed
by nonprofit churches and organizations worldwide. They will
be available for sale to church members and to the general
public.
If you need further information from the church regarding
this project, please contact the Property Trustees through
the church office, 644-0833 , or feel free to call me
directly. We want to be sure that we are keeping you
informed in accordance with town zoning requirements.
Sincerely,
The Rev. Sandra T. Benjamin
STB/af 1
UNITED CHURCH OF CHRIST.CONGREGATIONAL